BASIC SCHEDULE OF RATES 2016 COMPARISON OF RATES …pwd.rajasthan.gov.in/content/dam/doitassets/Roads/pwd/Circulars... · public works department superintending engineer p.w.d. rural

PUBLIC WORKS DEPARTMENT

SUPERINTENDING ENGINEER

P.W.D. RURAL CIRCLE, JAIPUR

COMPARISON OF RATES

FOR CHAPTER - 1 TO 16

BASIC SCHEDULE OF RATES 2016

w.e.f. 01st April 2016

ROAD WORKS (OTHER THAN NH & PMGSY)

DISTRICT - JAIPUR

Sl. No. Description of Labour Unit Rate (Rs.)

L-01 Bhisti day 189.00

L-02 Bitumen Sprayer day 209.00

L-03 Blacksmith day 259.00

L-04 Blaster day 209.00

L-05 Carpenter 1st Class day 309.00

L-06 Chips spreader day 189.00

L-07 Chiseller day 209.00

L-08 Dresser (Skilled) day 209.00

L-09 Driller day 209.00

L-10 Electrician day 309.00

L-11 Fitter day 309.00

L-12 Mason (1st class) day 359.00

L-13 Mason (2nd Class) day 309.00

L-14 Mate day 209.00

L-15 Mazdoor (Unskilled) day 189.00

L-16 Mazdoor (Semi skilled) day 199.00

L-17 Mazdoor (Skilled) day 209.00

L-18 Painter (Ist class) day 334.00

L-19 Plumber day 309.00

L-20 Surveyor day 359.00

L-21 White Washer day 189.00

BASIC RATES

(A) Labour

(i)

Machine Activity Unit Output Unit Rate

PM-001 Air Compressor 210 cfm Supplying compressed air cfm 210.00 per hour 210.00

PM-002 Batch mix HMP 40-60 TPH BM, DBM, SDBC, PM t/h 50.00 per hour 12,600.00

PM-003 Batch type HMP 30/40 TPH BM, DBM, SDBC, PM t/h 35.00 per hour 9,450.00

PM-004 Bitumen boiler oil fired

200

litrelitre / h 400.00 per hour 105.00

1000

litrelitre / h 2000.00 per hour 190.00

PM-005 Bitumen emulsion pressure distributor Applying bitumen tack coat sqm/h 1750.00 per hour 275.00

PM-006 Concrete mixer 0.28/0.4 cum Mixing of ingradients cum/h 2.50 per hour 265.00

PM-007 Crane upto 8T Lifting of materials per hour 475.00

PM-008 cum/h 200.00 1,000.00

cum/h 100.00 660.00

PM-009 Electric generator set, 125 KVA Electricity generation KVA 100.00 per hour 1,000.00

PM-010 Emulsion Sprayer with Tractor Spraying of Emulsion per hour 200.00

PM-011 Loading Aggregates cum/h 45.00 630.00

Loading Soil cum/h 100.00 630.00

PM-012 Hydraulic broom with tractor Surface cleaning sqm/h 1250.00 per hour 210.00

PM-013 Hydraulic Excavator 0.9 cum Excavation cum/h 100.00 per hour 630.00

PM-014 Hydraulic self propelled chip spreader Surface Dressing sqm/h 1500.00 per hour 580.00

PM-015 Jack Hammer with tractorPavement breaking & rock

drillingcum/h 05. to 1 per hour 160.00

PM-016 Joint Cutting Machine with 2-3 blades Cutting of Joints h per hour 42.00

PM-017 Mixall 6-10 t capacityMixing of bituminous

materialst/h 8.00 per hour 265.00

PM-018 200.00 1,680.00

110.00

50.00 1,155.00

PM-019 Needle vibrator Vibrating cement concrete

mixcum/h 3.50 per hour 55.00

PM-020 Paver finisher Laying/spreading t/h 75.00 per hour 735.00

PM-021 Plate compactor Compaction cum/h per hour 65.00

Dozer D 50 Dozing cutting per hour

Front end-loader 1 cum bucket capacity @

45 cum/hourper hour

Motor Grader Scarifier & levelling

(ii)

cum/h per hour

Heating of bitumen

BASIC RATES

(B) USAGE RATES OF PLANT & MACHINERY

Sr. No.Description of Output of Machine Usage Rates in Rs.

Machine Activity Unit Output Unit RateSr. No.

Description of Output of Machine Usage Rates in Rs.

PM-022 Plate vibrator Compaction cum/h per hour 60.00

PM-023 Screed vibrator Compaction cum/h per hour 80.00

PM-024 Smooth wheeled 80-100 kN tandem rollerCompaction of Sub-base/

Asphaltcum/h 30.00 per hour 180.00

PM-025 Stone crusher (Integrated) of 200 TPH Crushing of Spalls t/h 200.00 per hour 8,610.00

PM-026 Three wheel 80-100 kN Static Roller Compaction/ Rolling 180.00

Earth:- Embankment or sub-

grade cum/h 80/70 180.00

Sub-base G-I cum/h 10.00 180.00

Sub-base G-II/G-III cum/h 8.00 180.00

WMM cum/h 16.00 180.00

BUSG cum/h 10.00 180.00

BM 50/75 mm cum/h 12.00 180.00

Premix 20 mm sqm/h 250.00 180.00

Seal Coat sqm/h 500.00 180.00

Surface Dressing 1st Coat sqm/h 400.00 180.00

Surface Dressing 2ndCoat sqm/h 500.00 180.00

PM-027 Tipper 5.5 cum/10 t Carriage cum/trip 5.50 per hour 475.00

PM-028 Tractor with Disc Harrows Pulverisation of soil cum/h 80.00 per hour 170.00

PM-029 Tractor with ripper @ 60 cum per hourRipping Pavements,

uprooting treescum/h 60.00 per hour 170.00

PM-030 Tractor with trolley Transportation of materials t/trip 3 to 5 per hour 210.00

PM-031 Tractor mount with Rotavator/Grader Scarifier/Mixing/Grading cum/h 25.00 per hour 170.00

PM-032 Truck 10 t capacity Carriage cum/trip 5.50 per hour 265.00

PM-033 Compaction of soil WMM cum/h 100.00 630.00

Compaction of BM cum/h 60.00 630.00

PM-034 Water tanker 6 kl capacity (Truck Mounted) Carriage of water litre / h 12000.00 per hour 300.00

PM-035 Wet mix plant (Pug Mill) Wet Mix cum/h 25.00 per hour 3,150.00

per hour

Vibratory roller 80-100 kN per hour

(iii)

Sl. No. Description Unit Rate (Rs)

M-001 AC pipe 100 mm dia Rmt 37.00

M-002 Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm cum 700.00

M-003 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5 mm cum 650.00

M-004 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm cum 600.00

M-005 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6 mm cum 660.00

M-006 Aggregate - For 53 mm Maximum size - 63 mm to 45 mm cum 610.00

M-007 Aggregate - For 53 mm Maximum size - Below 5.6 mm cum 560.00

M-008 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 mm cum 650.00

M-009 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10 mm cum 700.00

M-010 Aggregate - Grading I (40 mm nominal Size) 37.25 mm - 25 mm cum 650.00

M-011 Aggregate - Grading I (40 mm nominal Size) 5 mm and below cum 600.00

M-012 Aggregate - Grading II (19 mm nominal Size) 10 mm - 5 mm cum 700.00

M-013 Aggregate - Grading II (19 mm nominal Size) 25 mm – 10 mm cum 750.00

M-014 Aggregate - Grading II (19 mm nominal Size) 5 mm and below cum 600.00

M-015 Aggregate 10 mm cum 720.00



M-018Aggregate- Crushable type such as moorum or Gravel for

Grading Icum 220.00


Grading IIcum 210.00


Grading IIIcum 200.00

M-021 Aggregate-Grading I 90 mm to 45 mm cum 380.00

M-022 Aggregate-Grading II 63 mm to 45 mm cum 600.00

M-023 Aggregate-Grading III 53 mm to 22.4 mm cum 630.00

M-024 Aggregates 22.4 mm to 2.36 mm for wet mix macadam cum 650.00

M-025 Aggregates 45 mm to 22.4 mm for wet mix macadam cum 700.00

BASIC RATES

(C) USAGE RATES OF MATERIAL

Material at work site or Plant with average lead of 20 Km


M-026 Aluminium sheeting (1.5 mm thick) sqm 8,250.00

M-027 Aluminium Studs 100 mm x 100 mm fitted with lense reflectors Nos. 80.00

M-028 Bamboo (1st Class) 85 mm - 100 mm dia, 2.0 m long Nos. 100.00



M-031 Bamboo (1st Class) 85 mm - 100 mm dia, 4.5 m - 5.5 m long Nos. 140.00

M-032 Bamboo (2nd Class) 75mm dia, 1.8 m - 2.5 m long Nos. 90.00

M-033 Bamboo (2nd Class) 75mm dia, 2.1 m - 3.0 m long Nos. 100.00

M-034 Barbed wire kg 70.00

M-035 Binding Material cum 225.00

M-036 Binding wire kg 65.00

M-037 Bitumen (Crumb Rubber Modified) tonne 32,770.00

M-040 Bitumen (VG-30) t 28,100.00

M-041 Bitumen (VG-10) t 27,160.00

M-042 Bitumen Emulsion (RS-1) t 22,600.00

M-043 Bitumen Emulsion (SS-1) t 22,150.00

M-044 Bituminous sealant litre 105.00

M-045 Blasted rubble cum 410.00

M-046 Blasting material kg 33.00

M-047 Bond stone (400 mm x 150 mm x 150 mm) Nos. 33.00

M-048 Brick 1st Class Nos. 4.50

M-049 Cement t 4,000.00

M-050 Cement Primer litre 28.00

M-051 Chlorprene Elastomer or Closed Cell Foam Sealing Element m 65.00

M-052 Compensation for earth taken from private land cum 7.00

M-053 Compressible Fibre Board sqm 950.00

(iv)


M-054 Copper plate kg 850.00

M-055 Corbelling Stones (300 mm x 150 mm x 150 mm) Nos. 80.00

M-056 Corrosion Resistant Structural Steel Grating kg 65.00

M-057 Credit for excavated rock found suitable for use cum 90.00

M-058 Crow bars 40 mm dia (hire charges) hour 6.50

M-059 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron cum 500.00

M-060 Crushed Slag cum 450.00

M-061 Crushed Stone Aggregate 26.5 mm to 75 micron cum 750.00

M-062 Crushed Stone chipping 13.2 mm nominal size cum 860.00

M-063Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm

and retained on 2.36 mmcum 650.00

M-064Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and

retained on 2.36 mmcum 650.00

M-065 Crushed Stone chipping 9.5 mm nominal size cum 750.00

M-066Crushed Stone Coarse Aggregate Passing 53 mm and retained

on 2.8 mmcum 650.00

M-067 Curing compound litre 140.00

M-068 Debonding strips Rmt 230.00

M-069 Edge Stone (450 mm x 350 mm x 100 mm) Nos. 65.00

M-070 Edge Stone (450 mm x 350 mm x 200 mm) Nos. 135.00

M-071 Elastomeric bearing assembly Nos. 14,810.00

M-072 Electric Detonator each 27.00

M-073 Epoxy Paint litre 550.00

M-074 Epoxy Primer litre 600.00

M-075 Farmyard manure cum 500.00

M-076 Fevicol adhesive kg 140.00

M-077 Filter media cum 290.00

M-078 Fine aggregate/Crushed sand 2.36 mm to 75 micron cum 520.00

(v)


M-079 Galvanised angle kg 65.00

M-080 Galvanised angle Section 100 mm x 100 mm of 12 mm thickness kg 65.00

M-081 Gelatine 80 per cent kg 140.00

M-082 GI Pipe 100 mm dia Rmt 480.00

M-083 GI Pipe 50 mm dia Rmt 310.00

M-084 GI wires kg 70.00

M-085 Graded stone aggregate cum 635.00

M-086Granular material (Natural occuring, soil gravel mixture / quarry

waste, kankar, laterite, dhandlacum 240.00

M-087 Hand Broken Metal 40 mm size cum 440.00

M-088 Indigo kg 200.00

M-089 Interlocking Blocks with 60 mm thickness sqm 465.00

M-090 Interlocking Blocks with 80 mm thickness sqm 610.00

M-091 Interlocking Blocks with 100 mm thickness 765.00

M-092 Joint filler board sqm 1,050.00

M-093 Jute netting, open weave 25 mm square opening sqm 375.00

M-094 Jute rope 12 mm dia Rmt 12.00

M-095 Key Aggregates passing 22.4 mm and retained on 2.8 mm cum 630.00

M-096 Lime t 3,700.00

M-097 Lime putty t 5,600.00

M-098 Local Wood Piles (1st Class) 150-200 mm dia ,6m long Nos. 270.00

M-099 Local Wood Piles (1st Class) 100 mm x 75 mm cum 2,260.00

M-100 Loose stone cum 420.00

M-101 MS clamps Nos. 6.50

M-102 MS Flat / Structural Steel t 45,000.00

M-103 MS Sheet Tube (47 mm x 47 mm x 12 SWG Sheet) kg 48.00

(vi)


M-104 MS Sheet 1.5 mm thick sqm 740.00

M-105 MS Sheet 2 mm thick sqm 980.00

M-106 Nuts, Bolts and Rivets t 42,750.00

M-107 Paint (Synthetic Enamel) litre 290.00

M-108 Plasticizer litre 150.00

M-109 Polythene sheet (125 micron) sqm 100.00

M-110 Polythene Sheething Nos. 100.00

M-111 Quarried Stone 150-200 mm size cum 300.00

M-112 RCC Pipe NP3 (1200 mm dia) Rmt 5,225.00




M-116 RCC Pipe NP3 (300 mm dia) Rmt 560.00





M-121 RCC Pipe NP4 (300 mm dia) Rmt 855.00

M-122 Red-oxide Primer litre 180.00

M-123 Road marking paint litre 250.00

M-124 Sand (Coarse) cum 1,000.00

M-125 Sand (Fine) cum 1,000.00

M-126 Seeds kg 4,170.00

M-127 Steel Pipe 50 mm dia Rmt 220.00

M-128 Steel Reinforcement (HYSD Bars) t 42,750.00

M-129 Steel Reinforcement (MS Round Bars) t 41,800.00

(vii)


M-130 Steel Reinforcement (TMT Bars) t 43,700.00

M-131 Stone Boulder of size 150 mm and below cum 400.00

M-132 Stone Chips 12 mm size cum 760.00

M-133 Stone Chips 13.2 mm to 5.6 mm cum 700.00

M-134 Stone Crushed Aggregate 11.2 mm to 0.09 mm cum 600.00

M-135 Stone for Coarse Rubble Masonry 1st Sort cum 950.00

M-136 Stone for Coarse Rubble Masonry 2nd Sort cum 850.00

M-137 Stone for Random Rubble Masonry cum 650.00

M-138 Stone for Stone Set Pavement (300 mm x 200 mm x 150 mm) Nos. 11.00

M-139 Stone Screening - Type A 13.2 mm for Grading-1 cum 450.00

M-140 Stone Screening - Type A 13.2 mm for Grading-2 cum 400.00

M-141 Stone Screening - Type B 11.2 mm for Grading-2 cum 400.00

M-142 Stone Screening - Type B 11.2 mm for Grading-3 cum 400.00

M-143 Stone spall cum 400.00

M-144 Traffic cones Nos. 425.00

M-145 Water kl 110.00

M-146 Wooden sleepers (250 mm x 250 mm x 125 mm) (hire charges) Nos. 27.00

M-147Well graded granular sub-base material of Grading-I as per table

400.1 of Specificationscum 350.00

M-148Well graded granular sub-base material of Grading-II as per table

400.1 of Specificationscum 330.00

M-149Well graded granular sub-base material of Grading-III as per

table 400.1 of Specificationscum 305.00

M-150Well graded gravel/soil aggregate base material of Grading-A as

per table 400.2 of Specificationscum 400.00

M-151Well graded gravel/soil aggregate base material of Grading-B as


M-152Well graded gravel/soil aggregate base material of Grading-C as


M-153Well graded gravel/soil aggregate surface course material as per

table 400.3 of Specificationscum 340.00

M-154Well graded gravel/soil aggregate base material of nominal

maximum size 80 mm as per Table 2.3 of IRC SP 77-2008 cum 490.00

(viii)










M-159 Aggregate-Grading II 63 mm to 45 mm Hand Broken cum 460.00

(ix)

Excise/

Custo

m duty

Edu.

Cess

Hr

Edu.

Cess

Central

Seles

Tax

14% 2% 1% 2%

Bulk Bitumen

1 Bitumen (VG-10) Mathura 22246 3114.00 62.00 31.00 25453.00 509.00 25962.00 600 2per MT

per Km1200 27162.00 Per MT 27160.00


per Km1200 28096.00 Per MT 28100.00


per Km1600 29080.00 Per MT 29080.00

3 Bitumen CRMB-60 Mathura 27046 3786.00 76.00 38.00 30946.00 619.00 31565.00 600 2per MT

per Km1200 32765.00 Per MT 32770.00

4 Bitumen Emulsion (SS) Haldia 17606 2465.00 49.00 25.00 20145.00 403.00 20548.00 800 2per MT

per Km1600 22148.00 Per MT 22150.00

5 Bitumen Emulsion (RS) Haldia 17996 2519.00 50.00 25.00 20590.00 412.00 21002.00 800 2per MT

per Km1600 22602.00 Per MT 22600.00

Packed Bitumen


per Km1200 31715.00 Per MT 31720.00


per Km1200 32648.00 Per MT 32650.00

4 Bitumen CRMB-60 Haldia 28236 3953.04 79.06 39.53 32307.63 646.15 32954.00 800 2per MT

per Km1600 34554.00 Per MT 34550.00

1 Bitumen Emulsion (SS) Bahadurgarh24206 3388.84 67.78 33.89 27696.51 553.93 28250.00 600 2per MT

per Km1200 29450.00 Per MT 29450.00

2 Bitumen Emulsion (RS) Bahadurgarh23086 3232.04 64.64 32.32 26415.00 528.30 26943.00 600 2per MT

per Km1200 28143.00 Per MT 28140.00

Trans-

portation

Charges

Total Cost UnitCost

Adopted

Rate of Bituminous Material (I.O.C. Rates as on 09-03-2016)

S.No. Material Refinary Refinary

RateTotal

Total

ValueLead Fright

BITUMEN (BULK)

VG-10 VG-30 VG-40

PORT REF(Mumbai) 21046 21846 22346

KOCHI 21046 21846 22346

KOYALI 21046 21846 22146

MATHURA 22246 23046 23546

PANIPAT 22546 23346 23846

HALDIA 20346 21146 21446

CHENNAI 21146 21946 22446

BARAUNI 21376 22176

PORT REF(Mumbai) 24946 25746 26246

KOCHI 24946 25746 26246

KOYALI 24946 25746 26246

MATHURA 26146 26946 27446

PANIPAT 26446 27246 27746

HALDIA 24246 25046 25546

CHENNAI 25046 25846 26346

Bitumen Prices

Ex-Refinery prices exclusive of taxes (Rs./Metric tonne)

Applicable from: March 09, 2016

GRADES

BITUMEN (PACKED)

LOCATIONS REMARKS

RAPID MEDIUM SLOW

HALDIA 17996 18196 17606

CHENNAI 18596 19736

CHENNAI 23086 24206

EMULSION (PACKED)

(1) Above Prices are in Rs./MT

(2) Above prices are excluding Duties, State Specific Cost and Local Taxes.

EMULSIONS/MT Prices


GRADES (SETTING TYPE)

EMULSION (BULK)

BITUMEN (BULK)

CRMB-55 CRMB-60

KOYALI 24856 25376

PANIPAT 26276 26736

HALDIA 23766 24186

MATHURA 26676 27046

CHENNAI 24676 25076

HALDIA 27836 28236

Copyright ©

Indian Oil

Corporation

Ltd.

(1) Above Prices are in Rs./MT

(2) Above prices are excluding Duties, State Specific Cost and Local

Taxes.

CRMB/MT Prices


GRADES

BITUMEN (PACKED)

Note:

Unit Rates

1.1

(i) Cum 40.00

(ii) Cum 20.00

(iii) Cum 20.00

(iv) Cum 10.75

1.2

(i) Cum 29.50

(ii) Cum 12.00

(iii) Cum 3.75

1.3

(i) 1000 Nos. 65.00

(ii) 1000 Nos. 65.00

1.4

(i) Tonne 54.00

(ii) Tonne 54.00

Chapter 1 - LOADING, UNLOADING, CARRIAGE CRUSHING OF MATERIALS AND

SETTING OUT

Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate,

Kankar, Building Rubbish, Crushed Slag, Stone for Masonry

Work by manual means including a lead upto 30 m

Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick

Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for

Masonry Work by Manual Means

Unloading of Cement by manual means including a lead upto

30 m

Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone

Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure,

Crushed Slag, Flyash, Stone for Masonry Work by mechanical

means.

Loading, Unloading and Stacking of Bricks by Manual Means

Loading of Bricks by manual means including a lead upto 30 m

Unloading and Stacking of Bricks by manual means including a

lead upto 30 m

Loading and Unloading of Cement by Manual Means

Loading of Cement by manual means including a lead upto 30

m

PWD RURAL CIRCLE, JAIPUR SUMMARY OF RATES FOR ROAD BSR APRIL 2016

Item

No.Description

Loading of Earth, Sand, Moorum, Manure, Flyash by manual

means including a lead upto 30 m

Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate,


Work by manual means including a lead upto 30 m

Unloading of Earth, Sand, Moorum, Manure, Flyash by manual


Loading and Unloading Lime, Aggregate, Stone Boulder, Brick

Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for

Masonry Work by Mechanical Means

Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate,


Work by mechanical means including a lead upto 30 m

Loading of Earth, Sand, Moorum, Manure, Flyash by

mechanical means including a lead upto 30 m.

[ 16 ]

Unit RatesItem

No.Description

1.5

(i) Tonne 60.00

(ii) Tonne 60.00

1.6

(i) Tonne 61.00

(ii) Tonne 54.00

1.7

(i) Tonne 90.00

(ii) Tonne 90.00

1.8

(i) Cum 143.00

(ii) Cum 143.00

1.9

(i)

A. Per Pipe 43.00

B. Per Pipe 25.00

C. Per Pipe 18.00

(ii)

A. Per Pipe 158.00

B. Per Pipe 129.00

C. Per Pipe 96.00

(iii)

A. Per Pipe 31.00

B. Per Pipe 19.00

C. Per Pipe 13.00

750 mm dia Hume pipe

600/450 mm dia Hume pipe

Unloading of RCC Hume pipe by manual means including a

lead upto 30 m

1000/1200 mm dia RCC Hume pipes



Unloading of RCC Hume pipes by mechanical means including

a lead upto 30 m


Unloading with care C.C. Blocks, km Stone, 200 m Stone,

Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual


Loading and Unloading of Hume Pipes

Loading of RCC Hume pipes by mechanical means including a

lead upto 30 m

1000 / 1200 mm dia Hume pipe



Unloading of Bitumen Drums by Manual Means including a lead

upto 30 m

Loading and Unloading of Timber by Manual Means

Loading of Timber by manual means including a lead upto 30 m

Unloading of Timber by manual means including a lead upto 30

m

Loading and Unloading of C.C. Blocks, Kerb, etc.

Loading with care C.C. Blocks, km Stone, 200 m Stone,

Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual


Loading and Unloading of Structural Steel and Steel Bars by

manual means

Loading of Structural Steel, Steel Bars by manual means

including a lead upto 30 m

Unloading of Structural Steel, Steel Bars by manual means

including a lead upto 30 m

Loading and Unloading of Bitumen Drums by Manual Means

Loading of Bitumen Drums by manual means including a lead

upto 30 m

[ 17 ]

Unit RatesItem

No.Description

1.10

T.km 3.30

T.km 4.40

T.km 8.50

1.11

(i) Cum 610.00

(ii) Cum 670.00

1.12

Cum 460.00

1.13

Cum 465.00

1.14

Cum 590.00

1.15

Cum 610.00

Crushing of Stone Aggregates 100 per cent passing through

26.5 mm sieve as per Table 500-21 of MoRTH Specifications.

Crushing of stone boulders of 150 mm size in an integrated stone

crushing unit of 200 t/h capacity comprising of primary and

secondary crushing units, belt conveyor and vibrating screens to

obtain stone aggregates 100 per cent passing through 26.5 mm

sieve as per Table 500-21 of MoRTH Specifications including the

cost of stone.Crushing of Stone Aggregates Nominal Size 13 mm as per

Table 500-21 of MoRTH Specifications.




obtain stone aggregates of 13 mm nominal size as per Table 500-21

of MoRTH Specifications including the cost of stone.

Crushing of Stone Aggregates 10 mm Nominal Size as per Table

500-21 of MoRTH Specifications.




obtain stone aggregates of 10 mm nominal size as per Table 500-21

of MoRTH Specifications including the cost of stone.

Case-III: Katcha Track and Track in River Bed/Nallah Bed and Choe

Bed

Supply of Quarried stone and hand breaking

Supply of quarried stone and hand breaking into coarse

aggregate to Grading 1 (63 mm to 45 mm) as per Table 400-9

of MoRTH Specifications.

Supply of quarried stone and hand breaking into coarse

aggregate to Grading 2 (53 mm to 22.4 mm) as per Table 400-9

of MoRTH Specifications.

Crushing of Stone Aggregates 100 per cent passing through 53

mm sieve as per Table 400-13 of MoRTH Specifications.




obtain stone aggregates 100 per cent passing through 53 mm sieve

as per Table 400-13 of MoRTH Specifications including the cost of

stone.

Haulage excluding Loading & Unloading

Haulage of materials by tipper excluding cost of loading, unloading

and stacking.

Case-I : Surfaced Road

Case-II: Unsurfaced Gravel Road

[ 18 ]

Unit RatesItem

No.Description

1.16

Per Km 53590.00

Setting Out

Construction of reference bench mark (1 No.), working bench mark

(4 Nos.) and near all drainage structures and bridges (as per

direction of Engineer-in-charge), reference pillar/ burgees @ 50m

interval on both side of formation width including marking of centre

line, setting out curves, recording of levels, white washing and

lettering etc. complete as per MoRTH specifications cl. 109.

[ 19 ]

Unit RatesItem

No.Description

2.1

Hectare 7930.00

2.2

(I)

(A) Hectare 30070.00

(B) Hectare 40320.00

(II)

(A) Hectare 12402.00

(B) Hectare 15220.00

2.3

A.

(i) Each 132.00

(ii) Each 230.00

(iii) Each 465.00

(iv) Each 895.00

(v) Each 1865.00

(vi) Each 5530.00

B.

(i) Each 138.00Girth above 300 mm to 600 mm

Girth above 600 mm to 900 mm




Girth above 4500 mm

Lead upto 1000 m

In area of non-thorny jungle

In area of thorny jungle

Cutting of Trees including Cutting of Trunks, Branches and

Removal of Stumps

Cutting of trees, including cutting of trunks, branches and removal of

stumps & roots, refilling, compaction of backfilling and stacking of

serviceable material by manual means with all lifts as per MoRTH

Specification Clause 201.

Lead upto 100 m


Clearing and Grubbing Road Land

Clearing and grubbing road land including uprooting wild vegetation,

grass, bushes, shrubs, saplings and trees of girth upto 300 mm,

removal of stumps of such trees cut earlier and disposal of

unserviceable materials and stacking of serviceable material to be

used or auctioned, upto a lead of 1000 m including removal and

disposal of top organic soil not exceeding 150 mm in thickness as

per MoRTH Specification Clause 201.

By Manual Means

In area of non-thorny jungle

In area of thorny jungle

By Mechanical Means

Chapter 2 - SITE CLEARANCE

Clearing Grass and Removal of Rubbish

Clearing grass and removal of rubbish up to a distance of 30 m

outside the periphery of the area as per MoRTH Specification Clause

201.

By Manual Means

[ 20 ]

Unit RatesItem

No.Description

(ii) Each 252.00

(iii) Each 505.00

(iv) Each 954.00

(v) Each 1920.00

(vi) Each 5665.00

2.4

A.

(i) Each 74.00

(ii) Each 120.00

(iii) Each 280.00

(iv) Each 545.00

(v) Each 1120.00

(vi) Each 3190.00

B.

(i) Each 74.00

(ii) Each 132.00

(iii) Each 280.00

(iv) Each 560.00

(v) Each 1132.00

(vi) Each 3265.00

2.5

(I)

(A) Cum 206.00

(B) Cum 279.00

By Manual Means

Lime Concrete

Cement Concrete




Girth above 4500 mm

Dismantling of Structures

Dismantling of existing structures like culverts, bridges, retaining

walls and other structure comprising of masonry, cement concrete,

wood work, steel work, including T&P and scaffolding wherever

necessary, sorting the dismantled material, disposal of unserviceable

material and stacking the serviceable material with all lifts and lead of

1000 m as per MoRTH Specification Clause 202.



Girth above 4500 mm

Lead upto 1000 m



Uprooting and Removing Stumps & Roots

Uprooting and Removing Stumps & roots, compaction of backfilling

and stacking of servicable material by manual means as per MoRTH


Lead upto 100 m








Girth above 4500 mm

[ 21 ]

Unit RatesItem

No.Description

(C) Cum 644.00

(II)

(A) Cum 297.00

(B) Cum 464.00

2.6

(A) Cum 132.00

(B) Cum 178.00

(C) Cum 109.00

(D) Cum 108.00

2.7

(A) Cum 148.00

(B) Cum 178.00

(C) Cum 132.00

(D) Cum 120.00

(E) Cum 108.00

(F) Cum 138.00

2.8 Cum 361.00

2.9

(A) Tonne 860.00

(B) Tonne 590.00

(C) Tonne 5.25

Excluding dismembering

Extra over Items (A) and (B) for cutting rivets

Dry Rubble Masonry

Dismantling Stone Pitching / Dry Stone Spalls

Dismantling boulders laid in wire crates including opening of

crates and stacking dismantled materials

Dismantling Wood Work Wrought and Planed Fixed in Frames of

Trusses upto a height of 5 m above Plinth Level as per MoRTH


Dismantling Steel Work in all Types of Sections upto a height of 5 m

above Plinth Level excluding Cutting of rivet as per MoRTH


Including dismembering

Dry Brick Pitching or Brick Soling

Dismantling Stone Masonry as per MoRTH Specification Clause

202.


walls and other structure comprising of stone masonry, including

disposal of unserviceable material and stacking the serviceable

material with all lift and lead of 1000 m as per MoRTH Specification

Clause 202.

Rubble Stone Masonry in Lime Mortar

Rubble Stone Masonry in Cement Mortar

Rubble Stone Masonry in Mud Mortar

Reinforced Cement Concrete

Dismantling Brick/Tile Work


walls and other structures comprising of brick masonry, including

disposal of unserviceable material and stacking the serviceable

material with all lift and lead of 1000 m as per MoRTH Specification

Clause 202.

Lime mortar

Cement mortar

Mud Mortar

Reinforced Cement Concrete

By Mechanical Means

Cement Concrete

[ 22 ]

Unit RatesItem

No.Description

2.10 1000 Nos. 690.00

2.11

Cum 275.00

2.12 Sqm 7.75

2.13

(A) Rmt. 96.00

(B) Rmt. 132.00

(C) Rmt. 230.00

2.14

(I)

(A) Cum 405.00

(B) Cum 285.00

(II)

(A) Cum 157.00

2.15

Cum 605.00

2.16

Rmt. 40.00

Dismantling of cement concrete pavements by mechanical means

using pneumatic tools breaking to pieces not exceeding 0.02 cum in

volume and stock piling at designated locations and disposal of

dismantled materials upto a lead of 1000 m, stacking serviceable and

unserviceable materials separately

Dismantling Guard Rails

Dismantling guard rails by manual means and disposal of dismantled

material with all lifts and upto a lead of 1000 m, stacking serviceable

materials and unserviceable materials separately as per MoRTH


By Manual Means

Bituminous Courses

Granular Courses

By Mechanical Means

Bituminous Courses

Dismantling of Cement Concrete Pavements as per MoRTH


Removing all types of Hume pipes and stacking within a lead of 1000

m including Earthwork and Dismantling of Masonry Works as per

MoRTH Specification Clause 202.

Upto 600 mm dia Hume pipe

Above 600 mm to 900 mm dia Hume pipe

Above 900 mm dia Hume pipe

Dismantling of Flexible Pavements

Dismantling of flexible pavements and disposal of dismantled

materials upto a lead of 100 m, stacking serviceable and

unserviceable materials separately as per MoRTH Specification

Clause 202

Scraping of bricks dismantled from brick work including stacking as


Scraping of Stone from Dismantled Stone Masonry as per MoRTH


In Cement or Lime Mortar

Scraping Plaster in Lime or Cement Mortar from Brick / Stone

Masonry as per MoRTH Specification Clause 202.

[ 23 ]

Unit RatesItem

No.Description

2.17

Rmt. 7.75

2.18

Rmt. 11.75

2.19

(A) Rmt. 184.00

(B) Rmt. 108.00

(C) Rmt. 23.00

2.20

Rmt. 28.50

2.21

Rmt. 86.00

2.22

Rmt. 97.00

Dismantling of Fencing

Dismantling of barbed wire fencing / wire mesh fencing including

posts, foundation concrete, backfilling of pit by manual means

including disposal of dismantled material with all lifts and upto a lead

of 1000 m, stacking serviceable material and unserviceable material

separately as per MoRTH Specification Clause 202.

Dismantling of CI Water Pipe Line

Dismantling of CI water pipe line 600 mm dia including disposal with

all lifts and lead upto 1000 m and stacking of serviceable material

and unserviceable material separately under supervision of

concerned department as per MoRTH Specification Clause 202.

Removal of Cement Concrete Pipe of Sewer Gutter

Removal of cement concrete pipe of sewer gutter 1500 mm dia under

the supervision of concerned department including disposal with all

lifts and upto a lead of 1000 m and stacking of serviceable and

unserviceable material separately but excluding earth excavation and

dismantling of masonry works as per MoRTH Specification Clause

202.

Dismantling kerb stone channels by manual means and disposal of

dismantled material with all lifts and upto a lead of 1000 m as per


Dismantling Kilometre Stones

Dismantling of kilometre stones including cutting of earth, foundation

and disposal of dismantled material with all lifts and lead upto 1000

m and backfilling of pit as per MoRTH Specification Clause 202.

5th km Stone

Ordinary km Stones

200 m Stones

Dismantling Kerb Stones

Dismantling kerb stones by manual means and disposal of

dismantled material with all lifts and upto a lead of 1000 m as per


Dismantling Kerb Stone Channels

[ 24 ]

Unit RatesItem

No.Description

2.23

Each 97.00

Removal of Telephone/Electric Poles and Lines

Removal of telephone/electric poles with wires including excavation

and dismantling of foundation concrete and lines under the

supervision of concerned department, disposal with all lifts and upto

a lead of 1000 m and stacking the serviceable and unserviceable

material separately as per MoRTH Specification Clause 202.

[ 25 ]

Unit RatesItem

No.Description

3.1

Sqm 10.75

3.2

Sqm 7.00

3.3

Cum 40.00

Cum 5.00

3.4

(i) Cum 123.00

(ii) Cum 57.00

3.5 (i)

Cum 65.00

Construction of Embankment with Material Obtained from

Borrow Pits

Construction of embankment with approved material obtained

from borrow pits with a lift upto 1.5 m, transporting to site,

spreading, grading to required slope and compacting to meet

requirement of Tables 300-1 and 300-2 with a lead upto 1000 m

as per MoRTH Specification Clause 305.3

Construction of embankment with approved material obtained

from borrow pits with a lift upto 1.5 m, transporting to site,

spreading, grading to required slope and compacting to meet

requirement of Tables 300-1 and 300-2 with a lead upto 50 m

as per MoRTH Specification Clause 305.3

Excavation in Cutting in Soil by manual means with lead

upto 50 m

Excavation for roadway in soil using manual means for carrying

of cut earth to embankment site with a lift upto 1.5 m and lead

upto 50 m as per MoRTH Specification Clause 301.3

Preparation of Foundation for Embankment

Scarifying Existing Bituminous Surface to a Depth of 150 mm by

Mechanical Means

Scarifying the existing bituminous road surface to a depth of 150 mm

and disposal of scarified material with a lift upto 3 m and lead upto

1000 m as per MoRTH Specification Clause 305.4.3

Construction of Embankment with Material Obtained from

Roadway Cutting

Construction of embankment with approved materials deposited at

site obtained from roadway cutting and excavation from drain and

foundation or other structures graded and compacted to meet

requirement of Tables 300-1 and 300-2 as per MoRTH Specification

Clause 305.3

Note :- Deduct if excavated earth as per item No. 3.5 (ii) is used

and pushed for filling in embankment.

Chapter 3-EARTHWORK, EROSION CONTROL AND DRAINAGE

Preparation of Foundation for Embankment

Scarifying Existing Granular Surface to a Depth of 50 mm by

Manual Means

Scarifying existing granular surface to a depth of 50 mm and disposal

of scarified material with a lift upto 3 m and leads upto 1000 m as per

MoRTH Specification Clause 305.4.3

[ 26 ]

Unit RatesItem

No.Description

(ii)

Cum 23.00

(iii)

Cum 31.00

3.6

Cum 32.00

3.7

Cum 31.00

3.8 (i)

Cum 108.00

(ii)

Cum 29.00

Removal of unsuitable soil including excavation, loading and disposal

upto 1000 m lead but excluding compaction ground supporting

embankment subgrade replacement by suitable soil, which shall be

paid separately as per Clause 305.3.4 as per MoRTH Specification

Clause 301.3.11

Excavation in ordinary Rock by manual means

Excavation in ordinary rock using manual means including

loading in a truck and carrying of excavated material to

embankment site with a lift upto 1.5 m and lead upto 50 m as

per MoRTH Specification Clause 301.3.5.

Excavation in Ordinary Rock with Dozer with lead upto 100

m

Excavation for roadway in ordinary rock by deploying a dozer D-

50 including cutting and pushing the cut earth to site of

embankment upto a distance of 100 m (average lead 50 m),

trimming bottom and side slopes in accordance with the

requirements of lines, grades and cross-sections with lift upto

1.5 m.

Excavation for roadway in soil by mechanical means including

cutting and pushing the earth to site of embankment upto a

distance of 100 m, including trimming bottom and side slopes in

accordance with requirements of lines, grades and cross-

sections.

Excavation in Soil using Hydraulic Excavator and Tippers

with disposal upto 1000 m

Excavation for roadwork in soil with hydraulic excavator of 0.9

cum bucket capacity including cutting and loading in tippers,

trimming bottom and side slopes, in accordance with

requirements of lines, grades and cross-sections, and

transporting to the embankment location with a lift upto 1.5 m

and lead upto 1000 m as per MoRTH Specification Clause

301.3

Excavation in Marshy Soil

Excavation for roadway in marshy soil with hydraulic excavator 0.9

cum bucket capacity including cutting and loading in tippers and

disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of

bottom and side slopes in accordance with requirements of lines,

grades and cross- sections as per MoRTH Specification Clause

301.3.6.

Removal of Unsuitable Soil with Disposal upto 1000 m

Excavation in Soil with Dozer with lead upto 100 m

[ 27 ]

Unit RatesItem

No.Description

(iii)

Cum 44.00

3.9 (i)

Cum 177.00

(ii)

(A) Cum 655.00

(B) Cum 226.00

(iii)

Cum 282.00

3.10

Cum 86.00

Mechanical Means

Excavation in Hard Rock (controlled blasting) with disposal

upto 1000 m

Excavation for roadway in hard rock with controlled blasting by

drilling, blasting and breaking, trimming of bottom and side

slopes in accordance with requirements of lines, grades and

cross-sections, loading and disposal of cut rock with a lift upto

1.5 m and leads upto 1000 m as per MoRTH Specification

Clause 301.3.5

Stripping, Storing and Relaying Top Soil from Right-of-Way

Stripping, storing and preservation of top soil by keeping it damp in

stock piles and keep wet till it is used by road side at 15 m internal

and re-application on embankment slopes, cut slopes and other

areas in localities where the available embankment material is not

conducive to plant growth as per MoRTH Specification Clause

301.3.2.& 305.3.3

Excavation for roadway in ordinary rock with hydraulic

excavator of 0.9 cum bucket capacity including cutting and

loading in tippers, transporting to embankment site with a lift

upto 1.5 m and lead upto 1000 m, trimming bottom and side


cross-sections as per MoRTH Specification Clause 301.3.5

Excavation in Hard Rock (requiring blasting) with disposal

upto 1000 m

Excavation for roadway in hard rock (requiring blasting) by

drilling, blasting and breaking, trimming of bottom and side


cross-sections, loading and disposal of cut rock with a lift upto

1.5 m and leads upto 1000 m as per MoRTH Specification

Clause 301.3.5

Excavation in Hard Rock (blasting prohibited)

Excavation for roadway in hard rock (blasting prohibited) with

rock breakers including breaking rock, loading in tippers and

disposal with a lift upto 1.5 m and lead upto 1000 metres,

trimming bottom and side slopes in accordance with

requirements of lines, grades and cross- sections as per

MoRTH Specification Clause 301.3.5

Manual Means

Excavation in Ordinary Rock using Hydraulic Excavator

and Tippers with disposal upto 1000 m

[ 28 ]

Unit RatesItem

No.Description

3.11

Cum 82.00

3.12

Sqm 73.00

3.13

Sqm 617.00

3.14

(i) Cum 124.00

(ii) Cum 57.00

3.15

(i)

Cum 12.50

Construction of subgrade and earthen shoulders with approved

material obtained from borrow pits with all lifts and leads,

transporting to site, spreading, grading to required slope and

compacted to meet requirement of Table 300-2 with lead upto

1000 m as per MoRTH Specification Clause 305.3

Construction of subgrade and earthen shoulders with approved

material obtained from borrow pits with all lifts and leads,

transporting to site, spreading, grading to required slope and

compacted to meet requirement of Table 300-2 with lead upto

50 m as per MoRTH Specification Clause 305.3

Compacting Original Ground

Compacting original ground supporting embankment

Loosening, Levelling and Compacting original ground

supporting embankment to facilitate placement of first layer of

embankment, scarified to a depth of 150 mm, mixed with water

at OMC and then compacted by rolling so as to achieve

minimum dry density as given in Tables 300-1 and 300-2 for

embankment construction as per MoRTH Specification Clause

305.3.4

Stripping of top soil from borrow areas located in agriculture fields,

storing at a suitable place, spreading and relaying after taking the

borrow earth to maintain fertility of the agricultural field, finishing it to

the required levels to the satisfaction of the farmer/land owner as per

MoRTH Specification Clause 301.3.2.& 305.3.3

Turfing with Sods

Furnishing and laying of the live sods of perennial turf forming grass

on embankment slope, verges or other locations shown on the

drawing or as directed by the Engineer including preparation of

ground, fetching of sods and watering as per MoRTH Specification

Clause 307.

Seeding and Mulching

Preparation of seed bed on previously laid top soil, furnishing and

placing of seeds, fertilizer, mulching material, applying bituminous

emulsion @ 0.23 litre per sqm and laying and fixing jute netting,

including watering for 3 months all as per MoRTH Specification

Clause 308.

Construction of Subgrade and Earthen Shoulders

Stripping, Storing and Relaying Top Soil from Borrow Areas in

Agricultural Fields

[ 29 ]

Unit RatesItem

No.Description

(ii)

Cum 35.00

3.16

Sqm 1.00

3.17

Sqm 122.00

Loosening of the ground upto a level of 300 mm below the

subgrade level, watered, graded and compacted in layers to

meet requirement of Tables 300-1 and 300-2 for subgrade

construction as per MoRTH Specification Clause 305.3.4

Repairs of damages caused by rain/spillage of water

Preparation and surface treatment of formation by removing mud and

slurry, watering to the extent needed to maintain the desired moisture

content, trimming to the required line, grade, profile and rolling with

three wheel 80-100 kN static roller, complete as per MoRTH

Specification Clause 305.3.8

Presplitting Rock Excavation Slopes

Carrying out excavation in hard rock to achive a specified slope of

the rock face by controlled use of explosives and blasting

accessories in properly aligned and spaced drill holes, collection of

the excavated rock by a D-50 dozer, loading in tipper by a front end

loader and disposing of the material with a lift upto 1.5 m and lead

upto 1000 m as per MoRTH Specification Clause 303.2

Compacting original ground supporting subgrade

[ 30 ]

Unit RatesItem

No.Description

3.18 (i)

(A) Rmt. 35.00

(B) Rmt. 8.00

(ii)

(A) Rmt. 54.00

(B) Rmt. 18.00Mechanical Means

Construction of unlined surface drains of average cross-

sectional area 0.40 sqm in soil to specified lines, grades, levels

and dimensions. Excavated material to be used in embankment

with a lift upto 3m and lead of 50 m (average lead 25 m) as per


Manual Means

Mechanical Means

Surface Drains in Ordinary Rock

Construction of unlined surface drain of average cross-

sectional area 0.4 sqm in ordinary rock to specified lines,

grades, levels and dimensions as per approved design and

MoRTH Specification Clause 309. Excavated material to be

used in embankment at site.

Manual Means

Surface Drains in Soil

[ 31 ]

Unit RatesItem

No.Description

4.1

(A)

(i) Cum 536.00

(ii) Cum 509.00

(iii) Cum 475.00

4.2 i)

Cum 724.00

ii)

Cum 690.00

Chapter 4 - GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND

SHOULDERS

For Grading II Material

For Grading III Material

Gravel/Soil Aggregate Base/Sub-base Nominal Maximum

size Grading 80 mm (Table 2.3 of IRC SP 77-2008)

Construction of Gravel / Soil Aggregate Sub-base/Base by

providing well graded material of nominal maximum size

grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading

in uniform layers with tractor mount appropriate grading

arrangements on prepared surface, mixing by mix in place

method at OMC with tractor mount appropriate rotavator

attachment and compaction with three wheel 80-100 KN Static

Roller capacity to achieve the desired density complete as per

specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-

2008












2008

Granular Sub-base with Well Graded Material (Table 400-1)

By Mix in Place Method

Construction of granular sub-base by providing well graded

material, spreading in uniform layers with Tractor Mount Grader

on prepared surface, mixing by mix in place method with

rotavator at OMC, and compacting with smooth wheel roller to

achieve the desired density, complete as per MoRTH


For Grading I Material

[ 32 ]

Unit RatesItem

No.Description

iii)

Cum 663.00

4.3 i)

Cum 600.00

ii)

Cum 580.00

4.4

(A) Cum 224.00

(B) Cum 219.00

Lime Stabilisation for Improving Sub grade

Laying and spreading available soil in the subgrade on a prepared

surface, pulverising, mixing the spread soil in place with rotavator

with 2 per cent slaked lime having minimum 70 per cent of contents

of CaO, grading with motor grader and compacting with the smooth

wheel road roller at OMC to the desired density to form a layer of

improved Sub-grade as per MoRTH Specification Cluase 402.

By Manual Means

By Mechanical Means












2008

Gravel/Soil Aggregate Base/Surface Nominal Maximum

size Grading 10 mm ( Table 2.3 of IRC SP 77-2008)

Construction of Gravel / Soil Aggregate Base/Surface by









2008Gravel/Soil Aggregate Base/Surface Nominal Maximum

size Grading 5 mm ( Table 2.3 of IRC SP 77-2008)

Construction of Gravel / Soil Aggregate Base/Surface by









2008

[ 33 ]

Unit RatesItem

No.Description

4.5

1)

I

(A) By Manual Means Cum 1115.00

(B) By Mechanical Means Cum 1015.00

II



2)

(A) Cum 1308.00

(B) Cum 1192.00

4.6

1)

I



By Mechanical Means

Water Bound Macadam with Crushable Screenings

WBM Grading 1

Providing, laying, spreading and compacting stone aggregates

of specific sizes to water bound macadam specification

including spreading in uniform thickness, hand packing, rolling

with three wheel 80-100 kN static roller in stages to proper

grade and camber, applying and brooming, crushable

screening to fill-up the interstices of coarse aggregate, watering

and compacting to the required density Grading 1 as per


Using Hand Broken Aggregate




with smooth wheel roller 80-100 kN in stages to proper grade

and camber, applying and brooming, stone screening & binding

materials to fill-up the interstices of coarse aggregate, watering

and compacting to the required density grading 1 as per


Using Hand Broken Aggregate

Using Crusher Broken Aggregate

WBM Grading 2




with smooth wheel roller 80-100 kN in stages to proper grade

and camber, applying and brooming, stone screening to fill-up

the interstices of coarse aggregate, watering and compacting to

the required density Grading 2 as per MoRTH Specification

Clause 404. using Crusher borken aggregate

By Manual Means

Water Bound Macadam Sub-base/base with Stone Screening

WBM Grading 1

[ 34 ]

Unit RatesItem

No.Description

II


(B) Labour Cum 1034.00

2)

(A) Cum 1179.00

(B) Cum 1072.00

4.7

Cum 1225.00

4.8

(i) Cum/Km. 4.80

(ii) Cum/Km. 4.50

(iii) Cum/Km. 4.00

4.9

A.

B.

C.

Earthen Shoulders The rate as applicable for sub-grade

construction may be adopted.

Hard Shoulders Rate as applicable for sub-base and/or

base may be adopted as per approved

design.

Paved Shoulders The rates may be adopted as applicable for

different layers of pavement depending upon

approved design of paved shoulders.

By Mechanical Means with 1 km lead

Extra rate for carriage of mixed material additional lead from in item

4.7

2nd Km. to 10th Km

11th Km. to 20th Km

Beyond 20th Km

Construction of Shoulders as per MoRTH Specification Clause 408.

WBM Grading 2




with three wheel 80-100 kN static roller in stages to proper

grade and camber, applying and brooming, crushable

screening to fill-up the interstices of coarse aggregate, watering

and compacting to the required density Grading 2 as per

MoRTH Specification Clause 404. Using Crusher Broken

aggregate

By Manual Means

By Mechanical Means

Wet Mix Macadam

Providing, laying, spreading and compacting graded stone aggregate

to wet mix macadam specification including premixing the material

with water at OMC in mechanical mixer (Pug Mill), carriage of mixed

material by tipper to site, laying in uniform layers in sub-base/base

course on a well prepared sub-base and compacting with smooth

wheel roller of 80 to 100kN weight to achieve the desired density

including lighting, barricading and maintenance of diversion, etc as

per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.

Using Crusher Broken Aggregate

[ 35 ]

Unit RatesItem

No.Description

4.10

Cum 388.00

4.11

A)

(i) Cum 908.00

(ii) Cum 1061.00

B)

(i) Cum 1170.00

(ii) Cum 1235.00

4.12

Sqm 275.00

4.13

Sqm 465.00

Stone Set Pavement

Providing and laying stone set pavement on prepared surface with

sub-base 100 mm thick compacted Granular Sub-base as per

Clause 401.3 and base 75 mm thick compacted water bound

macadam grading 1 as per Clause 404.3. The 150 mm thick

hammer dressed stones are laid in the herringbone or stretcher bond

pattern. The stones are compacted into the bedding sand of 40 mm

over the WBM base bounded by edge stone using suitable

compacting device. The gaps are filled with fine sand stone dust as


With 37.5 mm maximum size of aggregates

By mixing plant method

With 53 mm maximum size of aggregates

With 37.5 mm maximum size of aggregates

Brick Soling

Laying brick soling layer on prepared sub-grade with brick on end

edging according to lines, graded and cross-section shown on the

drawing filling joints with sand and earth, spreading 25 mm thick

layer of earth over brick soling, watering and rolliing the same with

three wheel road roller 80-100 kN as per MoRTH Specification

Clause 408.4.3.

Lime-Flyash Stablised Soil Sub-base

Construction of sub-base using lime-flyash admixture with granular

soil, free from organic matter/deleterious material or clayey silts and

low plasticity clays having PI between 5 and 20 and liquid limit less

than 25 and commercial dry lime, slaked at site or pre-slaked with

CaO content not less than 50 per cent, flyash to conform to gradation

as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging

between 10 to 30 per cent, the minimum un-confined compressive

strength and CBR value after 28-days curing and 4-days soaking to

be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88

including a lead upto 1000 m as per MoRTH Specification Cluase

402.Crusher Run Macadam Base

Providing crushed run stone aggregate greading conforming to table

400-14 depositing on a prepared surface by hauling vehicles,

spreading and mixing with a motor grader, watering and compacting

with a three wheel 80-100 kN static roller as per MoRTH

Specification Clause 407 to form a layer of sub-base/base

By mix-in-place method

With 53 mm maximum size of aggregates

[ 36 ]

Unit RatesItem

No.Description

5.1

(i) Sqm 22.00

(ii) Sqm 27.00

5.2

(i) Sqm 7.00

(ii) Sqm 8.00

(iii) Sqm 9.00

(iv) Sqm 11.00

(v) Sqm 13.00

(vi) Sqm 14.00

Providing and applying tack coat with Bitumen VG-10 using

bitumen pressure distributor at the rate of 0.35 to 0.45 kg per

sqm on the prepared granular surfaces treated with primer &

cleaned with Hydraulic broom as per MoRTH Specification

Clause 503 and IRC-16-2008.



sqm on the prepared non-bituminous surfaces (cement

concrete pavement) cleaned with Hydraulic broom as per

MoRTH Specification Clause 503 and IRC-16-2008.

Tack Coat

Providing and applying tack coat with Bitumen emulsion (RS-1)

using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm

on the prepared bituminous surface cleaned with Hydraulic

broom as per MoRTH Specification Clause 503.


using emulsion distributor at the rate of 0.25 to 0.30 kg per

sqm on the prepared granular surfaces treated with primer &

cleaned with Hydraulic broom as per MoRTH Specification

Clause 503.


using emulsion pressure distributor at the rate of 0.30 to 0.35

kg per sqm on the prepared non-bituminous surfaces (cement

concrete pavement) cleaned with Hydraulic broom as per


Tack Coat using Bitumen (VG-10)



sqm on the prepared bituminous surface cleaned with Hydraulic

broom as per MoRTH Specification Clause 503 and IRC-16-

2008

Chapter 5 - BASES AND SURFACE COURSES (BITUMINOUS)

Prime Coat

Providing and applying primer coat with bitumen emulsion (SS-

1) on prepared surface of granular base(WBM/WMM) including

cleaning of road surface and spraying primer at the rate of 0.70-

1.0 kg/sqm using mechanical means as per MoRTH

Specification Clause 502

Providing and applying primer coat with Bitumen emulsion (SS-

1) on prepared surface of granular base (Stablised soil

baes/Crusher Run Macadam) including cleaning of road

surface and spraying primer at the rate of 0.90- 1.2 kg/sqm

using mechanical means as per MoRTH Specification Clause

502.

[ 37 ]

Unit RatesItem

No.Description

5.3

Cum 4525.00

MT 2057.00

Cum 4602.00

MT 2092.00

5.4

(A)

(I) Bitumen (VG-10) Sqm 58.00

(II) Bitumen (VG-30) Sqm 59.00

(iii) Crumb Rubber Modified Bitumen Sqm 64.00




(B)







Case – II: Nominal chipping size 9.5 mm

By Mechanical Means

Case – I: Nominal chipping size 13.2 mm


(ii) Bitumen (VG-30)

Surface Dressing using Bituminous (Penetrations grade /

modified bitumen) Binder

Providing and laying surface dressing as wearing course consisting

of a layer of bituminous binder laid on the prepared surface, followed

by a cover of crushed stone aggregates of specified size and rolling

with three wheel 80-100 kN static roller including cleaning the road

surface as per MoRTH Specification Clause 509.

By Manual Means


Bituminous Macadam

Providing and laying bituminous macadam with hot mix plant using

crushed aggregates of grading as per Table 500-7 premixed with

bituminous binder, transported to site with all leads laid over a

previously prepared surface with paver finisher to the required grade,

level and alignment and rolled to achieve the desired compaction as


(i) Bitumen (VG-10)

[ 38 ]

Unit RatesItem

No.Description

5.5

(A)

Sqm 64.00

Sqm 57.00

(B)

Sqm 50.00

Sqm 45.00

5.6

(I) Cum 704.00

(II) Cum 721.00

5.7

(I) Sqm 88.00

(II) Sqm 90.00

(IV) Sqm 97.00

Case - I By Manual Means

Bitumen (VG-10)

Bitumen (VG-30)

Crumb Rubber Modified Bitumen

Pre-coating Chips

Pre-coating of chips with 1 per cent of paving bitumen by weight of

chips in a suitable mixer duly heated to 160 degree C as per MoRTH

Specification Clause 509.2.2

Bitumen (VG-10)

Bitumen (VG-30)

20mm thick Open-Graded Premix Carpet using Bituminous

(penetration grade/modified bitumen) Binder

Providing, laying and rolling of open-graded premix carpet of 20 mm

thickness composed of 13.2 mm to 5.6 mm aggregates either using

penetration grade bitumen or emulsion to required line, grade and

level to serve as wearing course on a previously prepared base,

including mixing in a suitable plant, laying and rolling with a three

wheel 80-100 kN static roller capacity, finished to required level and

grades to be followed by seal coat of either Type A or Type B or Type

C as per MoRTH Specification Clause 510.

By Manual Means

Case – I: Nominal aggregate size 13.2 mm


By Mechanical Means



Surface Dressing using Bitumen Emulsion

Providing and laying surface dressing as wearing course consisting

of a layer of bitumen emulsion laid on the prepared surface, followed

by a cover of crushed stone chippings of specified size and rolling

with 80-100 kN roller including cleaning the road surface as per


[ 39 ]

Unit RatesItem

No.Description

(I) Sqm 93.00

MT 2325.00

(II) Sqm 94.00

MT 2350.00

(IV) Sqm 102.00

MT 2550.00

5.8



(IV) Crumb Rubber Modified Bitumen Sqm 120.00










Type B

By Mechanical Means

Type A

Type B

Crumb Rubber Modified Bitumen

Mix Seal Surfacing

Providing, laying and rolling of close-graded premix surfacing

material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-

A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration

grade bitumen to required line, grade and level to serve as wearing

course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a three wheel 8-10 kN static roller and

finishing to required level and grades as per MoRTH Specification

By Manual Means

Type A

Bitumen (VG-10)

Bitumen (VG-30)

Case - II By Mechanical Means

[ 40 ]

Unit RatesItem

No.Description

5.9

A.







B.







By Manual Means

Case - I : Type A

Case - II : Type B

By Mechanical Means

Case - I : Type A

Case - II : Type B

Seal Coat

Providing and laying seal coat sealing the voids in a bituminous

surface laid to the specified levels, grade and cross fall using Type A,

Type B and Type C as per MoRTH Specification Clause 511

[ 41 ]

Unit RatesItem

No.Description

6.1

Cum 5516.00

6.2

Sqm 874.00

6.3

(i)

(a) Sqm 665.00

(b) Sqm 591.00

(c) Sqm 524.00

Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr

x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made

inner to inner side of edge blocks)

Providing and Laying of Interlocking M-30 grade Concrete

Block Pavements having thickness 50 mm as per drawings and

as per IS 15658:2006.and all materials shall conform to MoRTH

Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x

0.15 Mtr Edge Blocks

Category 'A' : Dentated units to key into each other on all

four faces Zigzag shape as per IRC:SP:63-2004

Category 'B' : Dentated only two side like I,Z,T shape as

per IRC:SP:63-2004

Category 'C' : Not dentated on any of its faces like

Hexagonal, Rectangular, Square shape as per IRC:SP:63-

2004

Chapter 6 - CEMENT CONCRETE PAVEMENT

Cement Concrete Pavement

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete pavement, thickness as

per design, over a prepared sub base, with 43 grade cement or any

other type as per Clause 602.2.2 M30 (Grade), coarse and fine

aggregates conforming to IS:383, maximum size of coarse aggregate

not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2

cum capacity and appropriate weigh batcher using approved mix

design, laid in approved fixed side formwork (steel channel, laying

and fixing of 125 micron thick polythene film, wedges, steel plates

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and

plate vibrators and finished in continuous operation including

provision of contraction and expansion, construction joints, applying

debonding strips, primer, sealant, dowel bars, near approaches to

bridge/culvert and construction joints, admixtures as approved,

curing of concrete slabs for 14-days,

using curing compound and water finishing to lines and grade as per

drawing and MoRTH Specification Clause 602 including vaccum

dewatering process with all required equipments

Rectangular Concrete Block Pavement

Manufacturing, laying of cement concrete blocks of size 0.450 m x

0.300 m x 0.15 m of Cement Concrete (C.C.) M30 grade and

spreading 25 mm thick sand under neath and filling joints with sand

on existing W.B.M. base,as per IS 15658:2006.and all materials shall

conform to MoRTH Specification Clause 602.

[ 42 ]

Unit RatesItem

No.Description

(ii)

(a) Sqm 742.00

(b) Sqm 669.00

(c) Sqm 595.00

(iii)

(a) Sqm 921.00

(b) Sqm 820.00

(c) Sqm 673.00

(iv)

(a) Sqm 1117.00

(b) Sqm 1027.00

(c) Sqm 824.00

(v) Sqm

(a) Sqm 1330.00

(b) Sqm 1223.00

(c) Sqm 1020.00




per IRC:SP:63-2004



2004



2004


Block Pavements having thickness 100 mm as per drawings

and as per IS 15658:2006.and all materials shall conform to

MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x

0.30 Mtr x 0.15 Mtr Edge Blocks.




per IRC:SP:63-2004



2004


Block Pavements having thickness 120 mm as per drawings

and as per IS 15658:2006.and all materials shall conform to

MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x

0.30 Mtr x 0.15 Mtr Edge Blocks.




per IRC:SP:63-2004



2004



as per IS 15658:2006.and all materials shall conform to MoRTH

Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x

0.15 Mtr Edge Blocks.




per IRC:SP:63-2004



as per IS 15658:2006.and materials conforming to MoRTH

Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x

0.15 Mtr Edge Blocks.

[ 43 ]

Unit RatesItem

No.Description

7.1

(i)

Cum

(ii)

Cum

(iii)

Cum

(iv)

Cum

(v)

Sqm

7.2

Cum

7.3

Cum

7.4

Cum

7.5

Cum

7.6 (i)

Cum

(ii)

Cum

(iii)

Cum

7.7

Each. 600.00

Chapter 7 - CAUSEWAY AND SUBMERSIBLE BRIDGES

Construction of RCC guide posts of 250 mm dia M25 grade cast-in-

situ with 20 mm nominal size aggregate, true to line and grade,

tolerance of vertical RCC posts not to exceed 1 in 500 as per

drawing and MoRTH Specification Clause 1700 & 1600

Rate as per item No.14.1 of Chapter 14

Providing and Laying of Boulder Apron Laid in Wire Crates as

per Drawings & MoRTH Specification Clause 2503


Providing and Laying of Apron with Cement Concrete Blocks as

per Drawing and MoRTH Specification Clause 2503


Guide Posts


W.B.M. Base Course


Cement Concrete Slab


Providing and Laying Apron with Stone Boulders as per

Drawings & MoRTH Specification Clause 2503

Rate as per item No.11.6 (ii) of Chapter 11

Providing P.C.C M20 architectural coping on top of wall


Preparation of Subgrade


Granular Sub-base


Plain cement concrete M15 grade


Brick masonry in cement mortar 1:4


Stone masonry in cement mortar 1:4

Construction of Cut-off Walls/Head Walls

Earthwork in excavation for structures as per drawing and

MoRTH specification Clause 305.

[ 44 ]

Unit RatesItem

No.Description

7.8

(i)

Cum

(ii)

Cum

7.9

Rmt

7.10

Rmt

Laying Reinforced Cement Concrete Pipe NP3 as per drawing and

MoRTH specification Clause 2900

As per item No.9.3 of Chapter 9

Laying Reinforced Cement Concrete Pipe NP4 as per MoRTH

specification Clause 2900


Bedding for Causeway

Type A (concrete cradle) Bedding Clause 2904


Type B (first class) Bedding Clause 2904


[ 45 ]

Unit RatesItem

No.Description

Chapter 8 - HILL ROADS

DELETED

[ 46 ]

Unit RatesItem

No.Description

9.1

Cum

9.2

(i)

Cum

(ii)

Cum

9.3

(A) Rmt 6065.00

(B) Rmt 4219.00

(C) 3575.00

(C) Rmt 3001.00

(D) Rmt 1783.00

(E) Rmt 665.00

600 mm dia

300 mm dia

Providing and Laying Reinforced Cement Concrete Pipe NP3 as

per design in Single Row

Providing and laying reinforced cement concrete pipe NP3 for

culverts on first class bedding of granular material in single row

including fixing collar with cement mortar 1:2 but excluding

excavation, protection works, backfilling, concrete and masonry

works in head walls and parapets Clause 2905.

1200 mm dia

1000 mm dia

900 mm dia

750 mm dia

Type A (Concrete Cradle) Bedding

Laying concrete cradle bedding with M15 Grade Cement

Concrete as per Clause 2904 (ii)

Rate as per Item No.11.4 (II)(i) of Chapter 11

Type B (First Class) Bedding

Laying (First Class) bedding on well compacted sand, moorum

or approved granular material as per Clause 2904 (i)

Rate as per Item No.11.2 of Chapter 11

Chapter 9 - PIPE CULVERTS

Excavation for Structures

Earthwork in excavation for foundation of structures upto 3 m depth

as per drawing and MoRTH specification Clause 2903 includding

setting out, construction of shoring and bracing, removal of stumps

and other deleterious matter, dressing of sides and bottom and

backfilling with approved material.


Bedding for Pipe

[ 47 ]

Unit RatesItem

No.Description

9.4

(A) Rmt 7117.00

(B) Rmt 4929.00

(C) Rmt 3305.00

9.5

(A) Rmt 12130.00

(B) Rmt 8439.00

(C) 7150.00

(D) Rmt 6002.00

9.6

(A) Rmt 14235.00

(B) Rmt 9857.00

(C) Rmt 6611.00

9.7

Rmt 673.00

Laying Cement Concrete Pipe NP3 (burried conduits) on first class

bedding of granular material including fixing collar with cement sand

mortar 1:2 but excluding excavation, protection works, backfilling,

concrete and masonary work in head wall and parapets as per

Clause 2905.

500 mm dia

750 mm dia


per Design in Double Row


culverts on first class bedding of granular material in double row



works in head walls and parapets as per Clause 2905.

1200 mm dia

1000 mm dia

750 mm dia

750 mm dia


per Design in Double Row


culverts on first class bedding of granular material in double row



works in head walls and parapets as per Clause 2905.

1200 mm dia

1000 mm dia

900 mm dia


per design in Single Row


culverts on first class bedding of granular material in single row



works in head walls and parapets Clause 2905.

1200 mm dia

1000 mm dia

[ 48 ]

Unit RatesItem

No.Description

9.8

Rmt 1006.00

9.9

Cum

9.10

(A)

Cum

(B)

Cum

9.11

(A)

Cum

(B)

Cum

9.12

Sqm

9.13

Sqm

9.14

Sqm

9.15

Rmt

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in

substructure as per MoRTH specification Clause 1312.4


Backfilling in Foundation Trenches as per drawing and MoRTH



Providing PCC M20 Architectural Coping on the top of wing wall,

return wall etc. complete as per drawing and MoRTH specification

Clause 1313


In 1:4 cement mortar

Rate as per item No.11.6 (II) (ii) Chapter 11

In cement-lime mortar (1:0.5:4.5)

Rate as per item No.11.6 (II) (iii) Chapter 11

Pointing with Cement Mortar (1:3) on brickwork as per MoRTH

specification Clause 1312.3


Brick Masonry Work in cement mortar in foundation of Head walls

complete exculding pointing and plastering as per drawing and


Brick Masonry in 1:4 cement mortar

Rate as per item No.11.5 (ii) Chapter 11

In cement-lime mortar (1:0.5:4.5)

Rate as per item No.11.5 (iii) Chapter 11

Stone Masonry Work in cement mortar in foundation of Head walls

complete as per drawing and MoRTH specification Clasue 2908

Laying Cement Concrete Pipe NP4 (burried conduits) on first class

bedding of granular material including fixing collar with cement sand

mortar 1:2 but excluding excavation, protection works, backfilling,

concrete and masonary work in head wall and parapets as per

Clause 2905.

500 mm dia

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course

below open foundation of Head walls as per drawings & MoRTH



[ 49 ]

Unit RatesItem

No.Description

10.1

i) Per Cm Height Per

Letter

0.50

ii) Per Cm Height Per

Letter

0.30

10.2

A.

(1)

(i) 900 mm equilateral triangle Each 4907.00

(ii) 600 mm equilateral triangle Each 3102.00

(iii) 600 mm circular Each 4284.00

(iv) 800 mm x 600 mm rectangular Each 6116.00

(v) 600 mm x 450 mm rectangular Each 4163.00

(vi) 600 mm x 600 mm square Each 5000.00

(vii) 900 mm side octagon Each 7902.00

(2)



Retro-reflectorised Traffic Signs

Providing and fixing of retro-reflectorised cautionary,

mandatory and informatory sign as per IRC:67 made of

encapsulated lens type reflective sheeting vide Clause

801.3.1 fixed over aluminium sheeting, 1.5 mm thick

supported on a mild steel angle iron post 75 mm x 75 mm

x 6 mm firmly fixed to the ground by means of properly

designed foundation with M15 grade cement concrete

450 mm x 450 mm x 600 mm, 600 mm below ground level

as per drawings and MoRTH Specification Clause 801




801.3.1, fixed over aluminium sheeting, 1.5 mm thick

supported on GI pipe 50 mm dia firmly fixed to the ground

by means of properly designed foundation with M-15

grade cement concrete 450 mm x 450 mm x 600 mm, 600

mm below ground level as per drawings and MoRTH


Printing New Letters and Figures of any Shade

Printing new letter and figures of any shade with synthetic enamel

paint black or any other approved colour to give an even shade as

per drawings and MoRTH Specification Clause 801

Hindi (Matras commas and the like not to be measured and

paid for. Half letters shall be counted as half only)

English and Roman

Traffic Signs

Chapter 10 - TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES

[ 50 ]

Unit RatesItem

No.Description






(3)








B








B-II. Each 198.00Add extra for providing and fixing definition plate of size 600 x

400 mm including all letters with above specifications




801.3.1, fixed over aluminium sheeting, 1.5 mm thick

supported on RCC Post 100 mm x 100 mm firmly fixed to

the ground by means of properly designed foundation

with M15 grade cement concrete 450 mm x 450 mm x

600 mm, 600 mm below ground level as per approved

drawing Clause 801

Semi Reflective Traffic Signs

Providing and fixing of semi reflective cautionary, mandatory

and informatory sign board as per IRC:67 made of 1.5 mm thick

MS Sheet duly stove white colour in front and gray colour on

back with red reflective border of 65 mm width and required

letters and figures with reflective tape engineering grade of

required shade and colour supported and welded on 47mm x

47 mm x 12 SWG sheet tube firmly fixed to the ground by mean

of properly designed foundations with M-15 grade cement

concrete 450x450x600 mm, 600 mm below ground level as per

approved drawing and Specifications.

[ 51 ]

Unit RatesItem

No.Description

10.3

A.

(i) Sqm 11416.00

(ii) Sqm 10585.00

(iii) Sqm 10016.00

Direction and Place Identification signs upto 0.9 sqm size board


Providing and erecting direction and place identification

retro-reflectorised sign as per IRC:67 made of


801.3.1. fixed over aluminium sheeting, 2 mm thick with

area not exceeding 0.9 sqm supported on a mild steel

single angle iron post 75 x 75 x 6 mm firmly fixed to the

ground by means of properly designed foundation with M-

15 grade cement concrete 450 x 450 x 600 mm, 600 mm

below ground level as per approved drawing and MoRTH

Specification Clause 801. Direction and Place

Identification signs upto 0.9 sqm size board




801.3.1. fixed over aluminium sheeting, 2 mm thick with

area not exceeding 0.9 sqm supported on 2 inch dia GI

Pipe firmly fixed to the ground by means of properly

designed foundation with M-15 grade cement concrete

450 x 450 x 600 mm, 600 mm below ground level as per

approved drawing and MoRTH Specification Clause

801,upto 0.9 sqm size board.




801.3.1, fixed over aluminium sheeting, 2 mm thick with

area not exceeding 0.9 sqm supported on RCC Post 100

mm x 100 mm firmly fixed to the ground by means of

properly designed foundation with M-15 grade cement

concrete 450 x 450 x 600 mm, 600 mm below ground

level as per approved drawing and MoRTH Specification

Clause 801,upto 0.9 sqm size board

[ 52 ]

Unit RatesItem

No.Description

B.

Sqm 2599.00

10.4

A.

(i) Sqm 11776.00

(ii) Sqm 11672.00Providing and erecting direction and place identification




area exceeding 0.9 sqm supported on dia GI Pipe firmly

fixed to the ground by means of properly designed

foundation with M-15 grade cement concrete 450 mm x

450 mm x 600 mm, 600 mm below ground level as per

approved drawing and MoRTH Specification Clause 801

Semi-Reflective Traffic signs

Direction and place indentification signs up to 0.9 sqm size

board

Providing and erecting direction and place identifications of

semi reflective sign boards as per IRC:67 made of 2 mm thick

M.S. Sheet duly stove enameled paint in white colour in front

and grey colour on back with red reflective border of 70 mm

width and required message, letters, figures with reflective

engineering grade tape of required shade and colour.

Supported and welded on 47 mm x 47mm of 12 SWG Square

tube of 3050 mm height duly strengthened by 25 mm x 5 mm

M/s flat iron on edges on back firmly fixed to the ground by

means of properly designed foundations with M-15 grade

cement concrete 450 mm x 450 mm x 600 mm, 600 mm below

ground level as per approved drawing and Specification upto

0.9 sqm size board

Direction and Place Identification signs with size more than 0.9

sqm size board



retro-\reflectorised sign as per IRC:67 made of



area exceeding 0.9 sqm supported on mild steel angle

iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to

the ground by means of properly designed foundation

with M-15 grade cement concrete 450 mm x 450 mm x

600 mm, 600 mm below ground level as per approved

drawing and MoRTH Specification Clause 801

[ 53 ]

Unit RatesItem

No.Description

(iii) Sqm 10156.00

B.

Sqm 2869.00

10.5

Sqm 69.00

10.6

Sqm 69.00

10.7

Sqm 126.00

Painting two coats including primer coat after filling the surface with

synthetic enamel paint in all shades on new, plastered / concrete

surfaces as per drawing and MoRTH Specification Clause 801

Painting on Steel Surfaces

Providing and applying two coats of ready mix paint including primer

coat of approved brand on steel surface after through cleaning of

surface to give an even shade as per drawing and MoRTH


Painting on Concrete/Steel Surfaces with Epoxy

Painting two coats including prime coat with epoxy paint of approved

brand on concrete/steel surfaces after through cleaning of surface to

give an even shade as per drawing and MoRTH Specification Clause

801


retro- reflectorised sign as per IRC:67 made of



area exceeding 0.9 sqm supported on RCC Posts 100

mm x 100 mm firmly fixed to the ground by means of

properly designed foundation with M 15 grade cement

concrete 450 mm x 450 mm x 600 mm, 600 mm below

ground level as per approved drawing and MoRTH


Semi-Reflective Traffic signs

Direction and place identification signs more than 0.90

sqm sign board

Providing and erecting direction and place identification of semi

reflective sign boards as per IRC-67 made of 2 mm thick M.S.

Sheet duly stove enameled paint white colour in front and grey

colour on back with reflective border of 70 mm width and

required message, letters, figures with reflective tape of

engineering grade of required shade and colour. Supported

and welded on two nos. 47 mm x 47 mm of 12 SWG square

tube of 3050 mm height duly strengthened by 25 mm x 5 mm

MS flat iron on edges on back firmly fixed to the ground by

means of properly designed foundations with M-15 grade

cement concrete 450 mm x 450 mm x 600 mm, 600 mm below

ground level as per approved drawing and Specification with

size more than 0.9 sqm size board

Painting Two Coats on New Concrete Surfaces

[ 54 ]

Unit RatesItem

No.Description

10.8

Sqm 80.00

10.9

Sqm 52.00

10.10

i) Each 2427.00

ii) Each 1439.00

iii) Each 339.00

10.11

Each 355.00

10.12

Rmt 345.00

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Boundary Pillar

Reinforced cement concrete M15 grade boundary pillars/local stone

of standard design as per IRC:25, fixed in position including finishing

and lettering but excluding painting as per drawing and MoRTH


G.I Barbed Wire Fencing 1.2 m high

Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m

RCC posts 150 mm x 150 mm placed every 3 m centre-to-centre

founded in M15 grade cement concrete, 0.6 m below ground level,

every 15th post, last but one end post and corner post shall be

strutted on both sides and end post on one side only and provided

with 9 horizontal lines and 2 diagonals interwoven with horizontal

wires, fixed with GI staples, turn buckles etc. complete as per


Painting lines, dashes, arrows, etc. on roads in two coats on new

work with ready mixed road marking paint conforming to IS:164 on

bituminous/concrete surface, including cleaning the surface of all dirt,

dust and other foreign matter, demarcation at site and traffic control

as per drawing and MoRTH Specification Clause 803

Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on

Old Work

Painting lines, dashes, arrows, etc. on roads in two coats on old work

with ready mixed road marking paint conforming to IS:164 on

bituminous/concrete surface, including cleaning the surface of all dirt,

dust and other foreign matter, demarcation at site and traffic control

as per drawing and MoRTH specification Clause 803

Kilometre Stone

Reinforced cement concrete M15 grade kilometre stone/local stone

of standard design as per IRC:8 fixing in position including painting

and printing, etc as per drawing and MoRTH Specification Clause

801

5th Kilometre Stone (precast)

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on

New Work

[ 55 ]

Unit RatesItem

No.Description

10.13

Rmt 464.00

10.14

Rmt 1633.00

10.15

Rmt 1254.00

10.16

Each 481.00

10.17

Sqm

Traffic Cone

Provision of red fluorescent with white reflective sleeve traffic cone

made of Low Density Polyethylene (LDPE) material with a square

base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight,

placed at 1.5 m interval, all as per BS:873 and as per MoRTH

Specification Clause 813.4

Rumble Strips

Provision of 15 nos. rumble strips covered with premix bituminous

carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-

to-centre at approved locations to control speed, marked with white

strips of road marking paint as per MoRTH Specification Clause 803

G.I Barbed Wire Fencing 1.8 m high

Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m

RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m

centre-to-centre founded in M15 grade cement concrete, 0.6 m

below ground level, every 15th post, last but one end post and corner

post shall be strutted on both sides and end post on one side only

and provided with 12 horizontal lines and 2 diagonals interwoven

with horizontal wires, fixed with GI staples, turn buckles etc. complete

as per MoRTH Specification Clause 808.

Tubular Steel Railing on Medium Weight Steel Channel (ISMC

series) 100 mm x 50 mm

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows

duly painted on medium weight steel channels (ISMC series) 100 mm

x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete

as per approved drawings ad MoRTH Specification Clause 809

Tubular Steel Railing on Precast RCC posts, 1.2 m high above

Ground Level

Providing, fencing and erecting 50 mm dia painted steel pipe railing

in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175

mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe,

fixed 2 m centre-to- centre complete as per approved drawings and


[ 56 ]

Unit RatesItem

No.Description

10.18

Each

a)

b)

c)

d)

e)

f)

g)

h)

i)

j)

k)

l)

m)

n)

10.19

Each 104.00

10.20 P.Sqm. 507.00

Slow

Speed limit

The rate for traffic signs are already worked out and

given elsewhere in this Chapter. The same may be

adopted.

Road Markers/Road Stud with Lens Reflector

Providing and fixing of road stud 100 x 100 mm die cast in

aluminium, resistant to corrosive effect of salt and grit, fitted with

lense reflectors, installed in concrete or asphaltic surface by drilling

holes 30 mm upto a depth of 600 mm and bedded in a suitable

bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.as


Marking Centre Line and stop lines etc. on road as per IRC pattern

with thermoplastic paint of approved quality and make with 8% glass

beads laid on the road surface at temperature 160" C with a special

applicator machine complete with a special applicator machine

complete with labour material and traffic diversion arrangements.

Slippery road

Loose chippings

Diversion

Do not enter

Road closed

Stop

Diversion one km ahead

Traffic sign ahead

Road ahead closed

Men at work

Road narrow

Un-even road

Safety Devices and Signs in Construction Zones

Provision and fixing of traffic signs for limited period at suitable

locations in construction zone comprising of warning zone, approach

transition zone, working zone and terminal transition zone with a

minimum distance of 2-3 m from the edge of the carriageway. The

bottom edge of the lowest sign plate to be not less than 2 m above

the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post,

founded and installed as per approved design and drawings,

removed and disposed of after completion of construction work, all

as per IRC:SP:55-2001.

Note:

[ 57 ]

Unit RatesItem

No.Description

10.21 P.Sqm. 485.00

10.22 Each 7774.00

10.23 Rmt 2255.00

10.24

(i) Rmt 2308.00

(ii) Rmt 2942.00

10.25 Each 8451.00Providing and Erecting typical Citizen's information Board as per

approved drawing & specification made of two MS sheet of 1.6 mm

thick each of size 900mm x 750mm stiffend by angle iron

25mmx25mm x 3mm all around the plate & plates fixed on frame of

75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle

holdfasts and horizontal member 900mm) to be joined by embedded

in cement concrete M-15 grade of block of 600mmx 600mm x 750

mm size below ground level as per enclosed drawings & as directed

by Engineering incharge. All MS will be stove anmeled on both side

lettering. Figuring and border will be with ready mixed synthethic

enamel paint of superior quality in required shade and colour etc

complete in all respect. All sections of framed post and steel tube will

be painted with primer and two coat of epoxy paint as per drawing

and as per Specification.

Marking Centre Line and stop lines etc. on road as per IRC pattern

with thermoplastic paint of approved quality and make without glass

beads laid on the road surface at temperature 160" C with a special

applicator machine complete with a special applicator machine

complete with labour material and traffic diversion arrangements.

Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi

Rajya Sadak Yojana informatory sign board with logo for roads

funded by State road fund having M.S. Definition plate of 1.60 mm

thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long

stove enamelled paint with hold fast including paint logo as per

approved design and colours. The logo shall be made out of 1.6mm

thick circular plate duly framed with MS angle 25x25x5 mm on back

and fix on 1200mm x 150mm rectangular steel base plate 1.6mm

thick, the base of circular shall be plain at the junction of base plate.

The size of definition plate shall be 1500x600mm and embedding the

posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm

below ground level including lettering / writing and painting etc.

complete in all respect.as per MoRTH Specification Clause 801.

Providing and fixing PVC Bump Speed Breakers size 350 mm x 250

mm x 50 mm fitted with key hooks complete with labour material and

traffic diversion arrangements.

Providing and laying rounded hump type speed breakers for crossing

speed 25 km/h as per IRC design including providing and applying

bitumen emulsion tack coat, making speed breaker in designed

profile with bituminous macadam, providing seal coat type B for

sealing the voids and marking chequered pattern with thermoplastic

paint complete as per IRC : 99-1988

3.70 meter wide and 10 cm high for general traffic

5.0 meter wide and 10 cm high for heavy truck and bus traffic

[ 58 ]

Unit RatesItem

No.Description

11.1

I.

(i) Cum 155.00

(ii) Cum 184.00

II.

Cum 195.00

III. Cum 345.00

IV. Cum 348.00

V. Cum 290.00

11.2

I. Cum 820.00

II. Cum 103.00

11.3

Cum 3865.00

11.4

I.

(i) Cum 2816.00

(ii) Cum 2776.00

II.

(i) Cum 3038.00

(ii) Cum 2999.00

Upto 3 m depth

Nominal mix 1:2.5:5 (Hand mixing)

Providing concrete for plain/reinforced concrete in open foundations

complete as per drawings and MoRTH specifications Clause 1702,

1703, 2102 & 2104

P.C.C grade M 10

Nominal mix 1:3:6

Nominal mix 1:3.6 (Hand mixing)

P.C.C grade M 15

Nominal mix (1:2.5:5)

Fillling in foundation trenches as per drawing and MoRTH

specification Clause 304.3.7

Sand filling

Earth filling (For marshy soil)

Filling annular space around footing in rock as per MoRTH


P.C.C grade M 15

Nominal mix 1:2.5:5

3 m to 6 m depth

Ordinary rock (not requiring blasting)

Upto 3 m depth

Hard rock (requiring blasting)

Hard rock (blasting prohibited)

Marshy soil

Chapter 11 - FOUNDATION

Excavation for Structures

Earthwork in excavation for structures as per drawing and MoRTH

specifications Clause 304.1 including setting out, construction of

shoring and bracing, removal of stumps and other deleterious

material and disposal upto a lead of 50 m, dressing of sides and

bottom and backfilling in trenches with excavated suitable material.

Ordinary soil

[ 59 ]

Unit RatesItem

No.Description

III.

(i) Cum 3212.00

(ii) Cum 3172.00

IV. Cum 3271.00

V. Cum 3569.00

11.5

I. Cum 3540.00

II. Cum 3290.00

III. Cum 3560.00

11.6

I.

(i) Cum 3695.00

(ii) Cum 3340.00

(iii) Cum 3705.00

II.

(i) Cum 3291.00

(ii) Cum 2522.00

(iii) Cum 2906.00

III.

(i) Cum 3115.00

(ii) Cum 2735.00

(iii) Cum 2268.00

(iv) Cum 3320.00

11.7 Tonne 53007.00

11.8 Tonne 54132.00

11.9 Tonne 51883.00

Supplying, fitting and placing HYSD bar reinforcement in foundation

complete as per drawings and MoRTH specifications Clauses

1009,1600 and 2102

Supplying, fitting and placingTMT bar reinforcement in foundation


1009,1600 and 2102

Supplying, fitting and placing MS bar reinforcement in foundation


1009,1600 and 2102

In cement-lime-mortar (1:0.5:4.5)

Random Rubble Masonry




In cement lime mortar (1:0.5:4.5)



In cement-lime-sand mortar (1:0.5:4.5)

Coursed rubble masonry (2nd sort)



Brick masonry work in cement mortar in foundation complete

excluding pointing and plastering as per drawing and MoRTH

specifications Clauses 1300, 2102 & 2104

Brick masonry in 1:3 cement mortar

Brick masonry in 1:4 cement mortar

Brick masonry in cement-lime-mortar (1:0.5:4.5)

Stone masonry work in cement mortar in foundation complete as per

drawing and MoRTH specifications Clauses 1402, 1405, 2102 &

2104.

Coursed rubble masonry (1st sort)

P.C.C. grade M 20

Nominal mix (1:2:4)

Nominal mix 1:2:4 (Hand mixed)

R.C.C grade M 20

R.C.C. grade M 25

[ 60 ]

Unit RatesItem

No.Description

12.1

I. Cum 3880.00

II. Cum 3590.00

III. Cum 3060.00

IV. Cum 3920.00

12.2 Sqm 73.00

12.2 A Sqm 126.00

12.3 Sqm 120.00

12.4

I.

(i) Cum 3837.00

(ii) Cum 3652.00

(iii) Cum 3214.00

(iv) Cum 4019.00

II.

(i) Cum 3455.00

(ii) Cum 3252.00

(iii) Cum 3143.00

(iv) Cum 3656.00

III.

(i) Cum 3286.00

(ii) Cum 2990.00

(iii) Cum 2780.00

(iv) Cum 3435.00









Random rubble masonry







Coursed Rubble masonry (2nd sort)



Pointing with cement mortar (1:3) on Stone work as per drawing and

MoRTH specification Clauses 1406 and 2200

Plastering with cement mortar (1:4), 20 mm thick on Stone work.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in

substructure as per MoRTH specification Clauses 1312.4 & 2200

Stone masonry in cement mortar for substructure complete as per

drawing & MoRTH specification Clauses 1402, 1405 & 2200

Chapter 12 - SUBSTRUCTURE

Brick masonry work in cement mortar in substructure complete

excepting pointing and plastering, as per drawing and MoRTH

specification Clauses 1300 & 2200

In 1:4 Cement mortar

[ 61 ]

Unit RatesItem

No.Description

12.5

I.

(i) Cum 3214.00

(ii) Cum 3171.00

II.

(i) Cum 3397.00

(ii) Cum 3355.00

III. Cum 3460.00

IV. Cum 3784.00

12.6 Tonne 53100.00

12.7 Tonne 54224.00

12.8 Tonne 51975.00

12.9 Each. 66.00

12.10

I) Cum 430.00

II) Cum 1000.00

12.11 Cum 655.00

Granular material

Sandy material

Providing and laying filter media with granular crushed aggregates as

per specification to a thickness of not less than 600 mm with smaller

size towards the soil and bigger size towards the wall and providing

over the entire surface behind abutment, wing wall, return wall to the

full height, compacted to firm condition complete as per drawing and

MoRTH specification Clause 2204.6 & 2504.2.2

R.C.C. grade M 25

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in

substructrue complete as per drawings and MoRTH specification

Clauses 1009,1600 & 2202

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in


Clauses 1009,1600 & 2202

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in


Clauses 1009,1600 & 2202

Providing weepholes in brick masonry/stone masonry,

plain/reinforced concrete abutment, wing wall, return wall with 100

mm dia AC pipe extending through the full width of the structures

with slope of 1(V):20(H) towards drawing face complete as per

drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 &

2706

Backfilling behind abutment, wing wall and return wall complete as

per drawings & MoRTH specification Clause 304.3.7 & 2204.6



P.C.C. grade M 20

Nominal mix (1:2:4)

Nominal mix 1:2:4 (Hand mixed)

R.C.C grade M 20

Plain/reinforced cement concrete in substructure complete as per

drawings and MoRTH specification Clauses 1700 and 2200

For height upto 5 m

P.C.C grade M 15

[ 62 ]

Unit RatesItem

No.Description

12.12 Cucm 0.90

12.13

(A) Sqm 602.00

(B) Sqm 306.00

(C) Sqm 204.00

12.14 Each. 280.00

75 mm thick

50 mm thick

Providing pressure relief pipes 100 mm dia in bottom slab of box cell

on a filter media base of 500 mm x 500 mm as per drawing and


Supplying, fitting and fixing in position true to line and level

elastomeric bearing conforming to IRC:83 (Part-II) Section IX

complete, including all accessories as per drawings and MoRTH


Providing PCC M-20 architectural coping on the top of wing wall,

return wall etc. complete as per drawing and MoRTH specification

Clauses 1313, 1411 and 2206.6

150 mm thick

[ 63 ]

Unit RatesItem

No.Description

13.1

I.

(i) Cum 3775.00

(ii) Cum 3693.00

(iii) Cum 3775.00

II. Cum 4056.00

III. Cum 4548.00

13.2 Tonne 53881.00

13.3 Tonne 55006.00

13.4 Tonne 52757.00

13.5 Cum 8209.00

13.6 Rmt 1965.00

13.7 Rmt 2496.00

13.8 Rmt 1446.00

13.9 Cum 3880.00

13.10 Each. 942.00Drainage spouts complete as per drawing and MoRTH specifications

Clause 2705

Supplying, fitting, and placing MS bar reinforcement in superstructure

complete as per drawing and MoRTH specifications Clauses

1009,1600 and 2302

Providing and laying cement concrete wearing course M 30 grade

including reinforcement complete as per drawing and MoRTH

specifications Clauses 1700 and 2702.2

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20

mm nominal size aggregate, true to line and grade, tolerance of

vertical railing post not to exceed 1 in 500, centre-to-centre spacing

between vertical posts not to exceed 2000 mm as per drawing and

MoRTH specifications Clauses 1700, 1500 and 2703.3

Providing fitting and fixing mild steel railing complete as per drawing

and MoRTH specifications Clause 2703.2

Providing and fixing in position pipe railing consisting of IS Rolled

steel joist posts designation IS MB 100 (100x75) at 2.5 m interval

and three rows of 50 mm dia steel pipes (light) including fixing in

position on bridge deck complete as per drawing and MoRTH

specifications Clause 2703.2

Brick masonry work in cement mortar 1:3 in parapet excluding

pointing and plastering as per drawing and MoRTH specifications

Clauses 1300, 1500

For nominal mix 1:2:4 (Hand mixed)

For design mix RCC M 20

R.C.C Grade M 25

R.C.C. Grade M 30

Supplying, fitting, and placing HYSD bar reinforcement in

superstructure complete as per drawing and MoRTH specifications

Clauses 1009,1600 and 2302

Supplying, fitting, and placing TMT bar reinforcement in

superstructure complete as per drawing and MoRTH specifications

Clauses 1009,1600 and 2302

Chapter 13 - SUPERSTRUCTURE

R.C.C grade M 20

For nominal mix 1:2:4

Providing and laying reinforced cement concrete in superstructure as

per drawing and MoRTH specifications Clauses 1700, 2302 and

2304

[ 64 ]

Unit RatesItem

No.Description

13.11

(i) Cum 3020.00

(ii) Cum 2982.00

13.12 Cum 7080.00

13.13 Rmt 16732.00

13.14 Rmt 3099.00

13.15 Rmt 1493.00

13.16

I) Rmt 3340.00

II) Rmt Per Cm Depth 11.00

III) Rmt Per Cm Depth 12.00

IV) Rmt 22.00Providing and fillling joint sealing compound as per drawings

and MoRTH specifications with coarse sand and 6 per cent

bitumen by weight Clause 2604

Providing and laying of compression seal joint consisting of steel

armoured nosing at two edges of the joint gap suitably anchored to

the deck concrete and a preformed chloroprene elastomer or closed

cell foam joint sealer compressed and formed into the joint gap with

special adhesive binder as per drawing, and MoRTH specifications

Clause 2609 & 2610

Providing and laying a buried expansion joint, covered with 12 mm

thick, 200 mm wide galvanised weldable structrual steel plate as per

IS:2062, placed symmetrical to centre line of the joint, resting freely

over the top surface of the deck concrete, welding of 8 mm dia, 100

mm long galvanised nails spaced 300 mm c/c along the centre line of

the plate, as per specifications.

Filler Joint

Providing and fixing 2 mm thick corrugated copper plate in

expansion joint as per drawing and MoRTH specifications

Clause 2604

Providing and fixing 20 mm thick compressible fibre board in

expansion joint complete as per drawing and MoRTH

specifications Clause 2604

Providing and fixing in position 20 mm thick premoulded joint

filler in expansion joint for fixed ends of simply supported

spans, covered with sealant complete as per drawing and

MoRTH specifications Clause 2604

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach

slab complete as per drawing and MoRTH specifications Clauses

1700 and 2704



Reinforced Cement Concrete M 25 grade approach slab including

reinforcement and formwork complete as per drawing and MoRTH

specifications Clauses 1700 and 2704

Providing and laying of an elastomeric slab seal expansion joint

complete as per approved drawing and approved specifications to be

installed by manufacturer/supplier or their authorised representative

ensuring compliance to the manufacturer’s instructions for

installlation and as per MoRTH specifications Clause 2605 & 2610

[ 65 ]

Unit RatesItem

No.Description

13.17

I. Cum 3286.00

II. Cum 3837.00

13.18 Sqm 73.00

13.19 Sqm 120.00

13.20

I. Cum 3280.00

II. Cum 3322.00

13.21

i. Sqm

ii. Sqm

13.22

i. Cum

ii. Sqm

iii. Sqm

13.23 Cum 8400.00

13.24 Cum 8223.00

Providing bituminous wearing coat comprising of 50 mm thick

bituminous macadam overlaid by 20 mm thick premix carpet with 5

mm thick seal coat Type B as per drawing and MoRTH specifications

Clauses 2702.1 and 500

Rate for BM layer may be analysed as per item No 5.3 of

Chapter 5

Rate of 20 mm premix carpet wearing course as per item

No.5.9 of Chapter 5

Rate of seal coat Type B as per item No. 5.12 of Chapter 5

Brickwork in arches in cement mortar 1:4 complete including

centering and shuttering excluding pointing and plastering as per

drawing and MoRTH specifications Clauses 1300 & 1500

Coursed rubble stone masonry arch (Ist sort) in cement mortar (1:4)

complete including centering etc. complete as per drawing and

MoRTH specifications Clauses 1405.1.4 and 1500

Providing and laying parapet with PCC M 15 as per drawing &

MoRTH specifications Clauses 1700 & 2300



Providing bituminous wearing coat comprising of 20 mm thick premix

carpet with 5 mm thick seal coat Type B for culverts as per drawing

and MoRTH specifications Clauses 2702.1 and 500

Rate for wearing coat as per item No. 5.9 of Chapter 5

Rate for seal coat Type B as per item No. 5.12 of Chapter 5

Stone masonry in cement mortar 1:3 for parapet complete as per

drawing and MoRTH specifications Clauses 1400

Random rubble masonry


Pointing with cement mortar (1:3) on brickwork in parapet as per

MoRTH specifications Clauses 1312.3

Plastering with cement mortar (1:3) 15 mm thick on brickwork in

parapet as per MoRTH specifications Clauses 1312.4

[ 66 ]

Unit RatesItem

No.Description

13.25

I. Cum 5288.00

II. Cum 5654.00

13.26

A) Quintal 6188.00

Providing & Laying reinforced cement concrete arch complete

including centering and shuttering excluding reinforcement as per

drawings and MoRTH specifications Clauses 1700, 1500 and 2300

RCC grade M20 (1:2.4) nominal mix

RCC Grade M 25

Providing steel R.S.Js/built-up steel sections including cutting,

welding/rivetting, hoisting, fixing in position for composite girders with

shear connectors complete with painting as per drawing and MoRTH


Steel section

[ 67 ]

Unit RatesItem

No.Description

14.1 Cum 695.00

14.2 Cum 1626.00

14.3 Cum 3204.00

14.4

A) Rmt 647.00

B) Rmt 557.00

14.5

I. Cum 695.00

II.

a) Cum 3204.00

III. Cum 3435.00

14.6 Cum 638.00

14.7

I. Cum 2823.00

II. Cum 3172.00

III. Cum 4090.00

Rubble stone laid in cement mortar 1:3

Cement conrete blocks grade M 15

Brick on edge laid in cement mortar (1:3)

Stone/Boulder

Cement concrete blocks of size as per Table 1700.6 cast in

cement concrete of grade M 15

Concrete grade M 15

Brick pitchng set in cement mortar 1:4

Providing and laying filter material underneath pitching in slopes

complete as per drawing and MoRTH specifications Clause 2504.2.2

Providing and laying flooring laid over cement concrete bedding

complete as per drawing and MoRTH specification Clause 2505

Providing and laying boulder apron for bed protection with stone

boulders of minimum size and weight as per Clause 5.3.7.2 of

IRC:89, no fragment weighing less than 25 kg laid dry complete as

per drawing and MoRTH specifications Clause 2503.2

Providing and laying of boulder apron laid in wire crates with 4 mm

dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm

mesh (woven diagonally) including 10 per cent extra for laps and

joints laid with stone boulders weighing not less than 25 kg each as

per drawing and MoRTH specifications Clause 2503.3

Providing and laying of apron with cement concrete blocks of size as

per Clause 5.3.7.2 of IRC:89, cast-in-situ and made with nominal mix

of M-15 grade cement concrete as per drawing and MoRTH

specifications Clause 1700 & 2505

Driven at least 900 mm below ground and 1200 mm above

ground

Driven at least 900 mm below ground and 900 mm above

ground on average

Providing and laying pitching on slopes laid over prepared filter

media as per drawing and MoRTH specifications Clause 2504.2.1

Single bamboo palasiding / walling of whole 2nd class bamboo (Jati

or Bethua) 75mm dia and closely packed & driven including fitting

fixing with half bamboo kamis horizontally in three rows with cane or

tying with wire complete and struts 1.5 m apart longitudinally and

providing brush wood as per drawing and Clause 6 of IRC:89

Chapter 14 - PROTECTION WORKS

[ 68 ]

Unit RatesItem

No.Description

14.8 Cum 1325.00

14.9

I. Cum 3520.00

II. Cum 3252.00

III. Cum 3160.00

14.10 Cum 705.00

14.11

I. Cum 2765.00

II. Cum 3375.00

III. Cum 3160.00Cement concrete grade M 10 in case of concrete block pitching

Coursed rubble masonary (2nd sort) in cement mortar (1:4)

Cement concrete grade M 10

Construction of flexible apron 1 m thick comprising of loose stone

boulders weighing not less then 25 kg beyond curtain wall

Construction of toe walls for protection of slopes as per drawing and

MoRTH specifications Clause 2507.1

Random rubble masonry in case of stone pitching laid with

cement mortar (1:5)

Brick masonry in cement mortar 1:4 in case of brick pitching

Providing and laying of dry rubble flooring complete as per drawings

and MoRTH specifications Clause 2506

Providing and laying curtain walls complete as per drawing and


Brick masonry in cement mortar (1:4)

[ 69 ]

Unit RatesItem

No.Description

15.1

i)

A. Cum 150.00

B. Cum 111.00

15.2 1.

Sqm 21.00

2.

Sqm 7.50

15.3

Cum 4700.00

MT 2136.00

ii. Sqm 141.00

iii. Sqm 156.00

iv. Sqm 159.00

Patch repair on already filled pot holes with 75 mm BM with 20

mm premix carpet and seal coat Type B as per drawings and

MoRTH specification Clause 3004.2

Repair to pot holes and removal of loose material, trimming of

sides, cleaning of surface by providing tack coat, 20 mm thick

pre-mix carpet and seal coat type B as per MoRTH



sides, cleaning of surface by providing tack coat with bitumen

emulsion, 20 mm thick pre-mix carpet using catonic bitumen

emulsion and seal coat type B with bitumen emulsion as per

MoRTH specification Clause 3004.2

Making up loss of material/irregularities on shoulders to the

design level by adding fresh approved selected soil and

compacting it with appropriate equipment at OMC upto a lead

of 1000 m as per MoRTH specification Clause 3003

Maintenance of Earhen shoulder (stripping of excess soil)

Stripping excess soil from the shoulder surface to achieve the

approved level and compacting with plate compactor at OMC

as per drawings and MoRTH Specification Clause 3003

Maintenace of bituminous surface road

i. Repair to pot holes by removal of failed material, trimming the

sides to vertical and levelling the bottom, cleaning the same

with compressed air or any appropriate method filled with

75mm B.M, applying bitumen emulsion prime coat at the bottom

and bitumen emulsion tack coat on sides and on bottom as per

MoRTH specifications Clauses 3004.2

Chapter 15 - MAINTENANCE OF ROADS

Restoration of rain cuts with soil, moorum gravel or a mixture of

these, clearing the loose soil, benching for 300mm width laying

fresh material in layers not exceeding 250 mm and compaction

with plate compactor or power rammer to restore the original

alignment, level and slopes as per drawings and MoRTH


Manual Means

Mechanical Means

Maintenance of Earthen shoulder (filling with fresh

selected soil)

Restoration of Rain Cuts

[ 70 ]

Unit RatesItem

No.Description

vi. Sqm 124.00

15.4

Sqm 121.00

15.5

Sqm 115.00

15.6

m 1.25

15.7 (I)

One Each. Hume

Pipe

950.00

(II)

Culvert 1812.00

15.8

Rmt 50.00

15.9

Km 934.00

Maintenance of Culverts Slab type

Maintenance of Slab type Culverts by way of clearing,

Cleaning, Erosion repair, repairs to cracks, parapet walls and

Protection works as per drawing and MoRTH specification

Clasue 201 & 2800

Maintenance of Causeway

Maintenance of Causeway by way of minor Surface repairs,

replacing Guide Posts, repair of flood gauges, removal of debris,

providing boulders and protection work and painting as per MoRTH

specification Clause 201 & 2800

Maintenance of Road Signs

Maintenance of road signs by way of cleaning and repainting of

mandatory / requlatory / cautionary / informatory and place

identifications sign board as perdrawings and MoRTH specification

Clause 800 & 3000

Maintenance of WBM Road

Maintenance of WBM road including filling up of pot holes, ruts and

rectifying corrugated surface, damaged edges and ravelling as per


Maintenance of Drains

The maintenance of drains include erosion, repair, clearing, cleaning,

reshaping, regrading, deepening of side drains as well as catch

water drains as per MoRTH specification Clause 201 & 2800.

Maintenance of Culverts

Maintenance of Hume pipe Culvert by way of Clearing,

Cleaning, Erosion repair, repairs to cracks, parapet wall and

protection work as per drawing and MoRTH specification

Clause 201 & 2800


sides, cleaning of surface by providing tack coat, 13mm thick

pre-mix carpet and seal coat type B as per MoRTH


Maintenance of Gravel Road

Maintenance of gravel road including making up the loss of profile,

rectifying corrugated surface, filling up of depressions, pot holes and

erosion gullies by adding fresh material and compacting it with

appropriate equipment or to strip excess of material from the road

surface as per drawings and MoRTH specification Clause 401

[ 71 ]

Unit RatesItem

No.Description

15.10

(i)

Rmt 231.00

(ii)

Rmt 1261.00

15.11

(i) Km 135.00

(ii) Km 608.00

15.12

(i) One Tree 58.00

(ii) Each 3.00

(iii) Sqm 1.00

15.13

Sqm 10.00

15.14

1

(i)

Sqm

(ii)

Sqm

Rates as per item 5.2 (ii)

Pre-mix carpet using bituminous (penetration grade

modified bitumen) binder

Rates as per item No. 5.9

Trimming of grass and weeds from the shoulders/berms and

disposing off the same to suitable locations as per MoRTH


White washing of parapet walls of CD work and tree truncks

White washing two coats on parapet walls and tree trunks including

preparation of surface by cleaning scraping etc. as per MoRTH


Periodical Renewal to existing bituminous surface

Open graded Premix carpet 20 mm thick

Tack coat

Maintenance of 200 metre km stone by way of refiting of tilted stones

repairing with cement mortar, cleaning, repairing and lettering on 200

metre km stone and 5th km stone as per drawing and MoRTH

specification Clause 1900 and 2800.

Painting two coats with synthetic enamel paint

Printing letters and figures of any shade with synthtic enamel

paint of any approved colour to give an even shade

Cutting of branches of trees shrubs and trimming of grass and weeds

Cutting of branches of trees and shrubs from the road way or

with in R.O.W including disposal of wood and leaves to

suitable location as per MoRTH specification Clause 201

Cutting of shrubs from the road way or with in R.O.W and

disposal of shrubs to suitable locations as per MoRTH


Maintenance of steel and RCC Railing

Repair of steel railing to bring it to original shape cleaning and

repainting as per drawing and MoRTH specification Clause

1900

Steel Railing

Repair of RCC railing to bring it to the original shape, cleaning

and repainting as per drawings and MoRTH specification

Clause 2800

RCC Railing

Maintenance of 200 metre and km stones

[ 72 ]

Unit RatesItem

No.Description

OR

(iii)

Sqm

(iv)

Sqm

2

Sqm

15.15

(i) Each 180.00

(ii) Each 142.00

(iii) Sqm 34.00

(iv) Each 142.00

(v) Each 142.00

(vi) Each 59.00

(vii) Each 122.00

(viii) Sqm 215.00

Guide Stone, Guard Stone, Tree Guards and Posts

Water Gauges

Number of Bridge & Culverts

Traffic Sign Boards (cautionery, mandatory & informatory)

Premix carpet using bitumen Emulsion

Direction & Place Identification sign boards including painting of

posts.


Maintenance of Road Furnitures

Painting two coats with superior grade synthetic enamel paint of

approved quality to give an even shade including writing lettering and

figures with synthetic enamel paint as per IRC specifications.

5th Kilometre Stone

Ordinary Kilometre Stone

Hectometer and Boundry Stone


Seal coat Type A, B or C


Surface dressing single coat/first coat or 2nd coat

[ 73 ]

Item No. Description Unit Rates

16.1 Removal of blown sand including taking out and disposal

of excavated material with lead up to 50Mtr. and lift up to

1.5 Mtr disposed soil to be levelled and neatly dressed. P.Cum 10.00

16.2 Dagbelling.

16.2.1 100 mm x 100mm size P.100 Mtr 58.00

16.2.2 200 mm x 100 mm size P.100 Mtr 73.00

16.3 Dressing of berms including digging of earth upto 10 cm

depth. P.Cum. 13.00

16.4 Labour charges for digging out of sludge humps on black

topped surface including removal and disposing of the

dismantled material aside up to 50 M lead. P.Sqm 28.00

16.5 Cutting of black top surface upto 30 mm depth for fixing of

kerb / dand stone / medians including cleaning of surface

laying bed mortar and removal of dismantled material with

all lead and traffic diversion arrangements etc. P.Sqm 20.00

16.6 Scarifying old bituminous road by making 50x50mm

furrows criss-cross at 1.0 metre intervals at 45 degree to

the center line of the carriageway P.Sqm 1.70

16.7 Cutting black top surface upto 1.5 M depth including all

layers of crust for laying pipe line etc. and making good to

original condition (excluding cost of bitumen) P.Sqm 500.00

16.8 Supplying, filling and stitching of empty cement bags

either of plastic or jute with earth available at site, of

weight not less than 40 Kg., including excavation etc.

complete. P. Bag 8.60

16.9 Labour charges for making cofferdam by loading,

transporting earth-filled cement bags, dropping at required

location in water including transportation by boat (if

required) complete, excluding cost of empty cement bags.

16.9.1 with lead upto 50 Mtr. P. Bag 2.20

16.9.2 with lead 50 mtr to 100 Mtr. P. Bag 4.40



16.10 Compacting soil at optimum moisture content with power

road roller including watering soil at O.M.C., charges of T

& P, cost of water and finishing of formation to required

camber and grade etc. complete in layers not exceeding

15 cm. compacted thickness of :

16.10.1 95% proctor density. P. Cum 13.50



Chapter 16 - Additional Items

[ 59 ]


16.11 Supply of graded broken hard stone aggregates free from

Katcha stuff, deleterious and oreganic matter, as per

IRC/MoRTH Specifications, including stacking as per the

Standard Specifications with an average lead of 20 Kms.

16.11.1 63mm to 45mm Crusher broken P. Cum 555.00

16.11.2 53mm to 22.4mm Crusher broken P. Cum 605.00

16.11.3 13.2mm/11.2mm Crusher broken P. Cum 675.00

16.11.4 6.7mm Crusher broken P. Cum 615.00

16.11.5 13.2mm Crusher-broken screening (IRC Grade ‘A’) P. Cum 519.00

16.11.6 11.2mm Crusher broken Screening (IRC Grade‘B’) P. Cum 462.00

16.12 Collection of binding material/mooram for W.B.M. course

(P.I. 4 to 6), including stacking as per Standard

Specifications P. Cum 67.00

16.13 Collection of quarry rubbish (P.I. less than 6), grading as

per MoRTH specification’s Table 400-1, including stacking

as per the Standard Specifications with an average lead of

20 Kms. P. Cum 67.00

16.14 Supply of Bitumen/Emulsion (bulk) at Hot Mix Plant / Work

Site including kind of all taxes with all leads from refinary

16.14.1 Bitumen Grade VG-10 P.MT 30623.00

16.14.2 Bitumen Grade VG-30 P.MT 31683.00

16.14.3 Modified Bitumen Grade CRMB-60 P.MT 36948.00

16.14.4 Bitumen Cationic Emulsion (RS-1) P.MT 25482.00

16.14.5 Bitumen Cationic Emulsion (SS-1) P.MT 24974.00

16.15 Supply of Bitumen/Emulsion (packed in suitable size of

drums) at Hot Mix Plant / Work Site including kind of all

taxes with all leads from refinary

16.15.1 Bitumen Grade (VG-10) P.MT 35764.00

16.15.2 Bitumen Grade (VG-30) P.MT 36813.00

16.15.3 Modified Bitumen Grade CRMB-60 P.MT 38955.00

16.15.4 Bitumen Cationic Emulsion (RS-1) P.MT 31728.00

16.15.5 Bitumen Cationic Emulsion (SS-1) P.MT 33205.00

16.16 Providing and laying dense graded bituminous macadam with

100-120 TPH batch type HMP producing an average output

of 75 tones per hour using crushed aggregates of specified

grading, premixed with bituminous binder @ 4.0 to 4.5 per

cent by weight of total mix and filler, transporting the hot mix

to work site, laying with a hydrostatic paver finisher with

sensor control to the required grade, level and alignment,

rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MoRTH

Specifications Clause 505 complete in all respects.

16.16.1 Grading - I (40 mm (Nominal Size)) P. Cum 5291.00

P. MT 2293.00

16.16.2 Grading - II (19 mm (Nominal Size)) P. Cum 5343.00

P. MT 2315.00

[ 60 ]


16.17 Providing and laying bituminous concrete with 100-120

TPH batch type hot mix plant producing an average output

of 75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder @ 5.4

to 5.6 per cent of mix and filler, transporting the hot mix

to work site, laying with a hydrostatic paver finisher with

sensor control to the required grade, level and alignment,

rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per MoRTH

Specifications Clause 507 complete in all respects

16.17.1 for Grading-I(19 mm nominal size) Bitumen (VG-10) P.Cum 6067.00

P. MT 2575.00

16.17.2 for Grading-I (19 mm nominal size) Bitumen (VG-30) P.Cum 6204.00

P. MT 2633.00

16.17.3 for Grading-I(19mm nominal size) Bitumen CRMB 60 P.Cum 6885.00

P. MT 2922.00

16.17.4 for Grading-II(13 mm nominal size) Bitumen (VG-10) P.Cum 6043.00

P. MT 2565.00

16.17.5 for Grading-II(13 mm nominal size) Bitumen (VG-30) P.Cum 6180.00

P. MT 2623.00

16.17.6 for Grading-II(13 mm nominal size) Bitumen CRMB 60

P.Cum 6861.00

P. MT 2912.00

16.18 Labour charges for patching W.B.M. using crushed /

broken aggregates including preparation of pot hole

scarifying & reshaping to the required grade and camber

as per the standard specifications, spreading of material

consolidation with mechanical drop hammer of 11.40 kg

hand rammer or 8-10 tone power roller, spreading and

consolidation of binding material including cost of fuel &

lubricants and hire charges of T&P. P. Cum. 188.00

[ 61 ]


16.19 Providing and laying 25 mm thick Mastic Asphalt wearing

course with paving grade bitumen meeting the

requirements given in table 500-29, prepared by using

mastic cooker and laid to required level and slope after

cleaning the surface, including providing anti-skid surface

with bitumen precoated fine grained hard stone chipping

of 13.2 mm nominal size at the rate of 0.005 cum per 10

sqm and at an approximate spacing of 10 cm center to

center in both directions, pressed into surface when the

temperature of surfaces is not less than 100 C protruding

1 mm to 4 mm over mastic surface, all complete as per

Clause 516. P.Sqm. 364.00

16.20 Providing & laying penetration macadam patching upto 5

cm. depth ( semi grout) with 0.60 Cum. Of coarse

aggregate (Crusher broken) & 0.15 Cum of key aggregate

(as per MoRTH specification) & spreading of binder,

cleaning area of patch, pot holes, cut of regular shape with

vertical side, removing all loose & disintegrated material,

spreading & compacting of aggregate with 8-10 tonne

power road roller including cost of aggregate, fuel,

lubrication, hire charges machinery, T & P, including cost

of bitumen with application of tack coat. P.Sqm. 220.00

16.21 Labour charges for premix patch work using mixed

material from the hot mix plant, including cleaning of

patch/pot holes area, cutting it to regular shape vertical

edges, removing all loose and disintigrated material,

application of tack coat as per specifications laying of

patching material and compacting with power roller

including cost of fuel, hire charges of T & P etc. complete.

16.21.1 Using Straight run bitumen P.Sqm. 19.00

16.21.2 Using cationic emulsion. P.Sqm. 17.00

16.22 Supply at plant site Close-graded premix surfacing

material for patch work with specified graded crushed

aggregate as per Table No. 500-19 of MoRTH

specification clause 508.2.4 premixed with (VG-10)

bitumen binder 5% in Hot Mix Plant (30-40tonne) including

cost of aggregate, binder and machines with fuel etc. P.MT. 2382.00

16.23 Carriage of mix material from Plant Site to Work Site for

patch repairing work including staying of tipper at site up

to completion of patch repair work upto 1 km. P.MT. 148.00

16.24 Extra rate for carriage of mixed mateiral beyound 1st Km.

[ 62 ]


16.24.1 2nd Km to 10th Km P.MT./Km 3.50

16.24.2 11th Km to 20th Km P.MT./Km 3.40

16.24.3 Beyond 20th Km P.MT./Km 2.90

16.25 Providing & laying surface dressing patching using stone

chipping 0.10 cum per 10 sqm and bitumen 10 kg per 10

sqm including heating of binder, cleaning the area of

patch, potholes cuts to regular shape with vertical sides,

removing all loose & disintegrated material, application of

binder, covering the same with stone chippings and

compacting with 8-10 tonne power road roller including

cost of fuel, binder, hire charges of T&P etc. P.Sqm. 63.00

16.26 Providing and laying Built up spray grout ( BUSG )

patching 75mm thick in two layers ( Each layer consisting

of spreading aggreate - crusher broken @ 0.50 cum per

10 sqm area as per MoRTH specification, laying first layer

after application of tack coat @ 3.75 kg per 10 sqm

including cost of tack coat, rolling with 8-10 tonne power

road roller, application of first spray of binder @ 15 kg per

10 sqm, spreading & rolling of second layer of coarse

aggregate with 8-10 tonne power road roller, application of

second spray of binder @ 15 kg per 10 sqm and laying

key aggregate on the top of second layer and rolling with 8-

10 tonne power road roller including heating and spraying

of binder, cleaning the area of patch, potholes cut to

regular shape with vertical sides, removing all loose and

disintegrated material including cost of coarse aggregate,

key aggregate, rolling & hire charges of machinery, T&P,

cost of fuel, bitumen etc. complete. P.Sqm. 241.00

16.27 Providing and laying of cold pot hole patching mix for

repair of road in adverse climate condition on the

prepared surface, cleaning with hydraulic broom as per

specification including laying in proper camber & grade

with regular size, compaction with hand rammer/ road

roller and transportation with all lead and lift complete in

all respect as per direction of engineer - in - charge. P.Sqm. 793.00

P.Kg. 20.00

16.28 Supply of cold pot hole patching mix for repair of road in

adverse climate condition transportation with all lead and

lift complete in all respect as per direction of engineer - in -

charge. P.Kg. 17.00

[ 63 ]


16.29 Labour charges for laying of cold pot hole patching mix for

repair of road in adverse climate condition on the

prepared surface, cleaning with hydraulic broom as per

specification including laying in proper camber & grade

with regular size, compaction with hand rammer/ road

roller and transportation with all lead and lift complete in

all respect as per direction of engineer - in - charge. P.Kg. 2.80

16.30 Construction of speed breaker of IRC standard having

width of 3.70 M including cost of stone aggregate (50-

25mm) size hire charges for roller for consolidation and

compaction and other machines required for the work

(including cost of bitumen) P.Sqm. 169.00

16.31 Construction of un-reinforced, dowel jointed at expansion

and construction joint only, plain cement concrete

pavement, thickness as per design, over a prepared sub

base, with 53 grade cement or any other type as per

Clause 602.2.2 M-35 (Grade), coarse and fine aggregates

conforming to IS:383, maximum size of coarse aggregate

not exceeding 25 mm, mixed in a concrete mixer of not

less than 0.2 cum capacity and appropriate weigh batcher

using approved mix design, laid in approved fixed side

formwork (steel channel, laying and fixing of 125 micron

thick polythene film, wedges, steel plates including

levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle,

screed and plate vibrators and finished in continuous

operation including provision of contraction and

expansion, construction joints, applying debonding strips,

primer, sealant, dowel bars, near approaches to

bridge/culvert and construction joints, admixtures as

approved, curing of concrete slabs for 14-days,

using curing compound and water finishing to lines and

grade as per drawing and MoRTH Specification Clause

602 including vaccum dewatering process with all required

equipments P.Cum 5856.00

[ 64 ]




pavement, thickness as per design, over a prepared sub

base, with 53 grade cement or any other type as per

Clause 602.2.2 M-40 (Grade), coarse and fine aggregates

conforming to IS:383, maximum size of coarse aggregate

not exceeding 25 mm, mixed in a concrete mixer of not

less than 0.2 cum capacity and appropriate weigh batcher

using approved mix design, laid in approved fixed side

formwork (steel channel, laying and fixing of 125 micron

thick polythene film, wedges, steel plates including

levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle,

screed and plate vibrators and finished in continuous

operation including provision of contraction and

expansion, construction joints, applying debonding strips,

primer, sealant, dowel bars, near approaches to

bridge/culvert and construction joints, admixtures as

approved, curing of concrete slabs for 14-days,

using curing compound and water finishing to lines and



equipments P.Cum. 6277.00



pavement M30 (Grade), thickness as per design, over a

prepared sub base, with 43 grade cement as per Clause

602.2.2 , coarse and fine aggregates conforming to

IS:383, maximum size of coarse aggregate not exceeding

25 mm, mixed in a in fully automatic Batching Plant and

transported to site in transit mixer for having continous

agitated mixer, manufactured as per approved mix design

including pumping of R.M.C. from transit mixer to site of

laying , with all lead and lift including cost of admixtures in

recommended portion as per IS 9103 to accelerate/ retard

setting of concrete, improve workability without impairing

strength and durability as per direction of Engineer in

charge laid in approved fixed side formwork (steel

channel, laying and fixing of 125 micron thick polythene

film, wedges, steel plates including levelling the formwork

as per drawing), spreading the concrete with shovels,

rakes, compacted using needle, screed and plate

vibrators and finished in continuous operation including

provision of contraction and expansion, construction

joints, applying debonding strips, primer, sealant, dowel using curing compound and water finishing to lines and



equipments P.Cum. 6140.00

[ 65 ]




pavement M35 (Grade), thickness as per design, over a

prepared sub base, with 43 grade cement as per Clause

602.2.2 , coarse and fine aggregates conforming to

IS:383, maximum size of coarse aggregate not exceeding

25 mm, mixed in a in fully automatic Batching Plant and

transported to site in transit mixer for having continous

agitated mixer, manufactured as per approved mix design

including pumping of R.M.C. from transit mixer to site of

laying , with all lead and lift including cost of admixtures in

recommended portion as per IS 9103 to accelerate/ retard

setting of concrete, improve workability without impairing

strength and durability as per direction of Engineer in

charge laid in approved fixed side formwork (steel

channel, laying and fixing of 125 micron thick polythene

film, wedges, steel plates including levelling the formwork

as per drawing), spreading the concrete with shovels,

rakes, compacted using needle, screed and plate

vibrators and finished in continuous operation including

provision of contraction and expansion, construction

joints, applying debonding strips, primer, sealant, dowel using curing compound and water finishing to lines and

grade as per drawing and MoRTH specification Clause

602 Including vacuum dewatering process with all

required equipments P.Cum. 6721.00

16.35 Providing & mixing admixture in Cement Mass Concrete

flooring, CC Road, RCC work, Canal Lining and Shotcrete

Non Circular with ribbed surface Structural Synthetic

Macro Fiber 42 - 50 mm length, specific gravity of > 1.30

and diameter 0.80 - 1.20 mm and melting point > 220

degree centigrade @ 0.75 % - 1.00 % by cement weight in

design mix as per directionof Engineer-in-charge. P.Kg. 638.00

16.36 Providing & mixing admixture in Cement Concrete

flooring/ Cement Plaster/ Plain or RCC work, Synthetic

Polyester Triangular Construction Fiber of length 6 mm /

12 mm / 18 mm with specific gravity 1.34 to 1.40 and

diameter 10 - 40 microns and melting point > 220 degrees

centigrade by using 125 gm fiber for 50 kgs cement used

as per direction of Engineer-in-charge. P.Kg. 484.00

16.37 Providing and laying of a strip seal expansion joint

catering to maximum horizontal movement upto 70 mm,

complete as per approved drawings and standard

specifications to be installed by the manufacturer/supplier

or their authorised representative ensuring compliance to

the manufacturer's instructions for installation. P.Rmt. 7584.00

[ 66 ]


Note 1. The installation shall be done by the manufacturer or

his authorised representative to the satisfaction of the

Engineer.

2. The concreting for joining the expansion joint assembly

with the deck has not been included in this analysis as the

same is catered in the quantities of RCC deck.

16.38 Expansion joint 25 mm wide and depth 200 to 300 mm

using 25 mm thick bitumen impregnated board/SILFLEX

(Capcel HD 100) confirming manufactures specifications ,

dowel bars 25mm M.S. rod 500 mm long @ 200 mm C/C

with pve sleeve as per IRC 58 (1988) including required

steel bar (16 mm dia.) chairs, making holes in board,

placing whole assembly in groove including cost of sealing

compound. P.Rmt. 1089.00

16.39 Providing & Fixing in position bitumen impregnated board

/ SILFLEX (Capcell HD 100) confirming manufactures

speficiations in expension joint with sealent as per IRC-15-

2002 of size :

16.39.1 12mm thick P.Sqm. 627.00

16.39.2 18mm thick P.Sqm. 919.00

16.39.3 25mm thick P.Sqm. 1210.00

16.40 Cutting of construction joint/ longitudinal joint 4 to 6 mm.

wide & 75 to 100 mm deep using mechanical concrete

cutter including cost of diamond bit cutting wheel and

filling of bitumen sealing compound in groove including

cost of sealing compound. P.Rmt. 57.00

16.41 Supply & fixing of M-20 grade precast cement concrete

Kerb or Dand upto 60 cm length over 20 mm thick base of

cement mortar 1:6 including jointing earth work, painting &

jointing with cement mortar 1:4 of size

16.41.1 10 x 15 cm P.Rmt. 137.00

16.41.2 15 x 15 cm P.Rmt. 174.00

16.41.3 20 x 20 cm P.Rmt. 264.00

16.41.4 20 x 25 cm P.Rmt. 315.00

16.41.5 (20 x 25) x 30 cm

2 P.Rmt. 400.00

16.41.6 (22.5 x 25) x 30 cm

2 P.Rmt. 415.00

16.42 Providing and filling joint sealing compound in CC

Pavement/Structures as per drawings and MoRTH

specifications with coarse sand and 6 per cent bitumen by

weight P.Rmt. 15.00

[ 67 ]


16.43 Applying epoxy mortar over leached, honey combed and

spalled concrete surface and exposed steel reinforcement

complete as per MoRTH Specification P.Sqm. 428.00

16.44 Removal of defective concrete, cleaning the surface

thoroughly, applying the shotcrete mixture mechanically

with compressed air under pressure, comprising of

cement, sand, coarse aggregates, water and quick setting

compound in the proportion as per clause 2807.1., sand

and coarse aggregates conforming to IS: 383 and table 1

of IS: 9012 respectively, water cement ratio ranging from

0.35 to 0.50, density of gunite not less than 2000 kg/cum,

strength not less than 25 Mpa and workmanship

conforming to clause 2807.6. P.Sqm. 178.00

16.45 Applying pre-packed cement based polymer mortar of

strength 45 Mpa at 28 days for replacement of spalled

concrete including removal of old damaged concrete and

all arrangement for applying it complete as per MoRTH

specifications. P.Sqm. 707.00

16.46 Applying Epoxy bonding of new concrete to old concrete

including removal of old damaged concrete and all

arrangement for applying it complete as per MoRTH

specifications. P.Sqm. 580.00

16.47 Providing and fixing of Reinforced Ferro cement Drain

cover designed for class "AA" loading duly marked on

cover with adequate steel reinforcement having thickness

75 mm to 150 mm anti- corrosive bitumen painted M.S.

plate Rim and on M.S. lifting hooks admixture like

plasticizer bond improving compound shrinkage

resistance compound abrasion resistant complete as per

approved design etc.

16.47.1 for drain Opeining Size 300 to 450 mm Standard Drain

Cover Size 600mm x 800mm x 75mm P.Sqm. 1667.00







[ 68 ]


16.48 Supply & fixing of Fiber reinforced Ferro cement drain

cover (light duty) designed for side drain for class "B"

Road loading duly marked on cover with adequate steel

reinforcement having thickness 50 mm to 75 mm anti

corrosive bitumen painted M.S. plate Rim and on M.S.

lifting hooks additives & admixture like plasticizer

shrinkage resistance compound abrasion resistant as per

approved drawing and design complete in all respect.









16.49 P & P Precast dense cement concrete (Vibro-pressed)

drain section block of different size as per approved

drawing and design and strength as per IS code:2185 Part-

I of grade 'D' (5.00mm) proper quality of

additive/admixture like plasticizer etc. added to produce

high quality and durable drain section blocks of "L" shape

"U" shape etc. as per approved design and drawing

complete with fixing and jointing in C.M. 1:4 in proper

grade and level complete in all respect including earth

work and disposal of surplus earth within 0.5 Km lead .

16.49.1 40mm thick P.Sqm. 396.00

16.49.2 Up to 60mm thick P.Sqm. 528.00



16.50 Providing and fixing stone slab covering over drains

(Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm

including filling of joints in cement mortar 1:3 with 50 mm

thick cement concrete flooring in 1:2:4 mix complete with

good finish as per approved drawings and specifications.

16.50.1 for drain Opeining Size 300 to 450 mm Stone Patty drain

cover size 800mm x 600mm x 75mm P.Sqm. 634.00





16.51 Provision of red fluorescent with white reflective sleeve

traffic cone made of Low Density Polyethylene (LDPE)

material with a square base of 390 x 390 x 35 mm and a

height of 770 mm, 4 kg in weight, placed at 1.5 m interval,

all as per BS:873 Each 480.00

[ 69 ]


16.52 Deleted

16.53 Deleted

16.54 Deleted

16.55 Deleted

16.56 Supply of Caution Diversion sign board size 1800 x 600

mm having centre height of 75 cm made out or 1.25 mm

thick M.S. sheet duly framed with angle iron size 40 x 40 x

5 mm fixed on two moving wheels and stands, made out

of 75 x 40 mm channel having two solid rubber wheels

mounted on ball bearings, boards is processed in stoving

enamel blue and machine cut sheet reflective letter and

arrow on one side and the other side having arrow only

complete in all respect. Each 3751.00

16.57 Supplying & Fixing route Marker reflective sign boards

consisting of shield marked on M.S. flat 14 gauge of size

40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge,

fixed on mild steel posts of T Iron or Angle Iron for NH/SH

: Each 1870.00

16.58 Supply & Fixing of flood gauge (water Gauge) as per

I.R.C. 67 standard 200 cm long fixed on angle iron posts

50x50x6 mm, 2.6 M. long. Each 1770.00

16.59 Supplying of men at work sign board (folding type) made

of 1.25 mm thick M.S. sheet size 900x900x900 mm

painted in white stove enamelled paint and reflective

machine cut sheet Men’s emblem and letter MEN AT

WORK in red colours and additional attachment of size

150x900 mm plate for gang number and name with white

stoving enameled back ground both plates are fixed on a

folding stand of M.S. (heavy) steel tube of size 13.2 mm

outer dia as per IS-1239 (part-I) 1979 duly painted in grey

colour and both the plates are painted on back side in

grey enamel paint. Each 1320.00

16.60 Supply of Sign Board size 120x75 made out of 1.25 mm

thick M.S. sheet duly framed with 33.3 mm ODMS black

tube medium class as per IS- 1239 (Part-I) 1979 with

inner support of M.S. flat 12x3 mm whole structure is fixed

on two posts of 42 mm ODMS black tube (Medium class )

as per IS-1239 processed with blue stoving enamel paint

and white figuring direction arrow in superior quality of

synthetic enamel paint Each 1843.00

[ 70 ]


16.61 Supply of ‘L’ type Bollard made out of 1.25 mm thick M.S.

sheet height 134 cm, welded in circular type ring section

having upper dia 15 cm. and lower dia 21 cm with another

attachment of 15x15 cm circular section with 15 cm. face

plate and hold fast at bottom, whole body is processed in

white stoving enamel and red reflective 3 hands, each of

7.5 cm end one reflective sheet of 15 cm. dia provided to

it complete in all respect. Each 1755.00

16.62 Suppy of Swiss Type Bollard made out of 1.25 mm thick

M.S. sheet, total height 135 cm, the lower portion is made

in tapered circular section having upper dia 15 cm and

lower dia 20 cm with attachment of one mandatory plate 7

mm thick M fixed with the help of 7 cm long, 30mm dia

crome plated M.S. tube this part is fixed on the body with

another attachment of a cap 30x7 cm. whole body is

processed in black stoving enamel and mandatory plate in

Azure blue, with one compulsory keep left arrow with

10mm border reflective strip each of 7.5 cm on body

complete in all respect. Each 2019.00

16.63 Supply of Hazard Marker made out of 2 mm thick M.S.

sheet size 300x300x3 mm framed with angle iron 25x25x3

mm and fixed on channel posts 75x40x6 mm and hold fast

at bottom whole body is painted in white stoving enamel

and 6 Nos., 5 cm dia reflective sheet on white reflective

background with additional border of 1.25 cm all arount it. Each 699.00

16.64 Supply of Swiss type of Hazard marker, made out of 2 mm

thick M.S. sheet size of box is 15x15 cm with hold fast at

bottom, the body is painted in orange stoving enamel paint

with white/high intensity grade micro-prismatic type

sheeting, on all four side. Each 963.00

16.65 P & F Delinator with 30 cm. outer dia RCC hume pipe NP-

2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm

embedded in cement concrete (1:4:8) block of size

50x50x40 cm. including excavation upto 40 cm depth. The

inside of pipe shall be filled with C.C. (1:4:8) stone grit

max size 20 mm or less upto the top with semi circular

humping. The pipes shall be painted white/black with

enamel paint with red dots two Nos. on each side Each 479.00

16.66 Providing and fixing Central Road Fund display board size

180-160 cm made out of 1.6 mm thick MS sheet duly

framed with angle iron 65x65x5 mm size having 2 Nos

posts 3 m long from ground level and 0.45 m embended in

M-15 cement concrete block 300x300x600 mm in ground

on shoulder of road including painting & lettering as per

MoRTH specifications clause 801 with enameled paint

complete in all respects. Each 6669.00

[ 71 ]


16.67 Supplying of Cat’s Eye made of aluminium alloy size

75x100x22 mm having 21 biconvex lenses embedded in

circular disk of ABS plastic on each side. Each 220.00

16.68 Supply of centerline Raised Pavement Marker (RPM) size

125 x75x20 mm made out of Aluminium alloy duly white

powder coating paint with two side reflective having fixing

provision with nail complete in all respect. Each 358.00

16.69 Half bricks cirular Tree Guard in 50 class designation

bricks, internal diameter 1.25 m and height 1.2 m above

ground and 0.20 m below ground, bottom two courses laid

dry and top three courses in lime mortar 1 : 2 (a-lime

putty, 2 - surkhi) or cement mortar 1 : 6 (1 cement : 6 fine

sand) and the integrated course being in dry honey comb

as per design complete. Each 503.00

16.70 Painting with superior grade enamel paint of approved

quality to give an even shade including writing lettering

figuring etc. complete as per IRC standers of Bollards with

3 Nos. reflective type 7 cm wide strips including cost of

providing new strips.

16.70.1 Painting old work (Labour Rate) Each 352.00

16.71.2 Painting old work (Complete Rate) Each 600.00

16.72 Making double drum Tree Guard Tree Guard 52 cm dia at

middle and 75 cm at top level and 1.9 m high as per

standard design from empty coaltar drums supplied free

by the department including providing and fixing 4 Nos.

legs 40 cm long of 30x30 mm M.S angle and 5 Nos. 20x3

mm M.S. flats riveted to tree guard with rivets complete in

all respect including painting inside and outside of tree

guard with :

16.72.1 One coat of coaltar / or anti corrosive paint. Each 276.00

16.72.2 Two or more coats of ready mixed paint of approved

quality and shade over a priming coat Each 369.00

16.73 Fixing of sign board having including excavation cement

concrete 1:5:10 (30x30x60cm) and transportation

complete of size :

16.73.1 Two Post

16.73.1.1 150x120x&120x75 cm Each 578.00

16.73.1.2 60x75, 90x60 cm, 75x45 cm & 60x45 cm Each 462.00

16.73.2 Single Post Each 286.00

[ 72 ]


16.74 Providing and erecting overhead signs with a corrosion

resistant 2mm thick aluminium alloy sheet reflectorised

with high intensity retro-reflective sheeting of

encapsulated lense type with vertical and lateral clearance

given in clause 802.2 and 802.3 and installed as per

clause 802.7 over a designed support system of

aluminium alloy or galvanised steel trestles and trusses of

sections and type as per structural design requirements

and approved plans

16.74.1 Truss and Vertical Support P.MT. 3287.00

16.74.2 Aluminium Alloy Plate for Over Head SignP.Sqm. 9349.00

Note :- 1. The cost of excavation and foundation concrete

for fixing of vertical support system to be worked out

separately as per the approved drawing/design and to be

included in the estimate.

2. Lettering and arrow marks on sign board to be provided

separately as per actual requirement. Rates for these

items have been included separately in this chapter.

16.75 Barricading with sal ballies as per design including tying

with vertical posts by coconut strings complete in all

respect with two horizontal members and vertical supports

upto 2.5m centre to centre and for 3 days period including

removal and cleaning the site complete in all respect.

16.75.1 Height 1.2m upto 1.5m above ground level

16.75.1.1 Labour Charge P. Mtr. 10.00

16.75.1.2 Complete P. Mtr. 30.00

16.75.2 Height upto 1.2m height above ground level

16.75.2.1 Labour Charge P. Mtr. 10.00

16.75.2.2 Complete P. Mtr. 25.00

16.75.3 Add extra in barricading for each subsequent day after 3

days. P. Mtr. 2.00

16.76 Construction of Foundation / Inaugration Pedastal in 23

cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m

above ground level with adequate foundation including

providing and fixing of Granite stone of size 0.75m x0.60m

with engraving letters and figures,cement plaster,white

washing etc. complete as per direction of Engineer in

charge. Each 9470.00

[ 73 ]


16.77 Supply & Planting of shady plants ( Neem, Peepal,

Goolar, Jamun, Imli or other specified ) along road side

including the following activities:-

1. Preparation of soil including cleaning & removing of

unwanted shrubs removal of stones & garbage.

2. Supply of plant at site of two years of age & height more

than 1.50 Mtr

3. Supply of dry manure ( Farm yard manure organic )

4. Supply of Insecticides

5. Digging of pits size 60x60x60 cms. Including removal of

stones. Manuring application of insecticides & watering at

least 15 liter per plant after planting.

6. Half brick Circular tree guard in second class bricks,

internal dia 1.25 meter and height 1.20 meter above

ground and 0.20 meter below ground, bottom two courses

laid dry and top three courses in cement mortar 1:6

(1Cement : 6 Sand) and the intermediate courses being in

dry honey comb masonry, as per design complete.

7. Watering to plants.

8.Maintenance of plants by the contractor including of

pits/bids preparation of Thavala Hoeing weeding etc. &

application of insecticides etc. & security. If the plant die

during maintenance contractor has to replace same height

plant at his own cost.

Note:- SD Shall be refunded after counting of plants on

completion of defect liability period of 5 years P.Plant 1275.00

16.78 Detail survey of site with total station including plane table

survey of builtup area showing road level, boundary walls,

electric poles, adjacent building / plot details, set back,

other existing structures ( temporary or permanent ),

sewer lines & septic tank, main plumbing lines, nalahs or

drains water bodies/water logging areas as may be

required depending upon the site conditions/ topography

of the area including printout on required size paper in

three copies & one soft copy of approved media

16.78.1 Rate per Km. Builtupt area less than 10% P.Km. 6678.00

16.78.2 Rate per Hect. Builtupt area less than 10% P.Hect 3339.00

16.78.3 Rate per Hect. Builtupt area 10% to 50% P.Hect 6678.00

16.78.4 Rate per Hect. Builtupt area greater than 50% P.Hect 13356.00

[ 74 ]


16.79 Survey of Proposed road including printout of Plan, L-

Section & Cross section on A-3 size paper in three copies

& one soft copy of approved media (For L-Section levels

are to be taken at an interval of 25m on plain terrain and

10m on rolling & at CD works) including computation of

quantities of earth work in cutting / filling as per L-Section

& Cross section P.Km. 2226.00

16.80 Conducting Traffic Census at Traffic Count Station

including collection of data during census, tabulation and

computerised information preparation arrangement of

lighht, furniture for sitting of two persons, installation and

maintenance of tent materials, banners sign boards etc.

during census engagement of at least metric educated two

persons per shift of eight hours etc. complete as directed

by Engineer-in-charge for a period of seven days. Each Station 12015.00

16.81 Construction of a permanent type barricade made with

brick work in mud mortar, 1.5 m high, 4 m long, 600 mm

thick, plastered with cement mortar 1:6, painted with

yellow and white strips Each 11705.00

16.82 Providing and carrying out video shoting of roads, bridges,

buildings, other programmes including hiring of vehicle

equipments for video shooting, titling, lightening, mixing,

lettering, editing, including cost of two colour CDs of

approved makes and quality etc. complete.

16.82.1 Within 50 Kms. Per Day 3000.00

16.82.2 Beyond 50 kms. Per Day 3250.00

16.82.3 Work upto 5 hours per day only. Per Day 1800.00

16.83 Shooting of still photographs outdoor and indoor of

construction and other works of building, bridges, roads

etc. at any distances.

16.83.1 Post Card size 3 No's 75.00

16.83.2 4"x6" size 3 No's 100.00

16.83.3 5"x7" size 3 No's 160.00

16.83.4 8"x12" Size (A-4 Size) 3 No's 300.00

16.83.5 20''x30'' size (Banner Size) 1 No. 725.00

16.83.6 Extra Copies :

16.83.6.1 Post Card size 1 No. 10.00

16.83.6.2 4"x6" size 1 No. 15.00

16.83.6.3 5"x7" size 1 No. 20.00

16.83.6.4 8"x12" Size (A-4 Size) 1 No. 75.00

16.83.6.5 20''x30'' size (Banner Size) 1 No. 550.00

16.84 Labour charges for fixing of Cat's Eye as per MoRTH

specification excluding cost of Cat's Eye. Each 7.00

[ 75 ]

Documents

BASIC SCHEDULE OF RATES 2016 COMPARISON OF RATES …pwd.rajasthan.gov.in/content/dam/doitassets/Roads/pwd/Circulars... · public works department superintending engineer p.w.d. rural